EP1179641A2 - Dispositif de protection qui peut être abaissé et comprend un tissu - Google Patents

Dispositif de protection qui peut être abaissé et comprend un tissu Download PDF

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Publication number
EP1179641A2
EP1179641A2 EP01119372A EP01119372A EP1179641A2 EP 1179641 A2 EP1179641 A2 EP 1179641A2 EP 01119372 A EP01119372 A EP 01119372A EP 01119372 A EP01119372 A EP 01119372A EP 1179641 A2 EP1179641 A2 EP 1179641A2
Authority
EP
European Patent Office
Prior art keywords
line
state
protection device
fabric
period
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Withdrawn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
EP01119372A
Other languages
German (de)
English (en)
Other versions
EP1179641A3 (fr
Inventor
Gerald Hierl
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.)
Hierl Elisabeth
Original Assignee
Hierl Elisabeth
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 Hierl Elisabeth filed Critical Hierl Elisabeth
Publication of EP1179641A2 publication Critical patent/EP1179641A2/fr
Publication of EP1179641A3 publication Critical patent/EP1179641A3/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Withdrawn legal-status Critical Current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
    • E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand
    • 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
    • E02B7/40—Swinging or turning gates
    • E02B7/44—Hinged-leaf gates

Definitions

  • the invention relates to a temporary protective device that further spread of volumes (mostly water from rivers, streams, seas or Melting snow or water moving in air from storms, heavy rains or spray near the lake).
  • volumes mostly water from rivers, streams, seas or Melting snow or water moving in air from storms, heavy rains or spray near the lake.
  • DE-A 28 42 353 shows a fabric web prepared with folded pockets, which is supported on inclined support devices and is balloon-like in the event of water accumulation between the supports - when the pockets are opened. It is called the dam wall and is intended to achieve a precisely determinable length of the fabric web (transverse to the direction of expansion of the water).
  • a "temporary application” is addressed (there column 4, line 11).
  • the problem of the invention is different. It should offer environmentally friendly protection without visually influencing a nature reserve or a nature area at all. The protection should not have a disruptive effect, particularly during times when protective structures are not required. The invention should be mobile or temporarily easier to use.
  • a protective device that has two states, one state of use and a state of non-use. These two states will be used during two periods: that of active use while spreading volumes to be blocked are expected (Protection state); the period of non-use is the one at which this Volume quantities are not expected, so the protective structure is not is needed (sleep state) and the second line is lowered to a lower level or the protective structure - in the case of temporary realization - is completely dismantled (Claim 1, Claim 28).
  • the temporary protection device described above flexible to meet requirements can react, can be assigned directly to a protected object.
  • You can on the part the responsible authority for disaster cases centrally stored and in the event of a Danger - instead of sandbags or similar conventional, mobile building blocks for a protective device - with extremely low transport weights to the location of the Be brought in.
  • the transport weight of the movable fabric can be compared to the weight of the empty sandbags. It is Flat structures on the one hand are movable because they are between the first and the second described state (sleep state and protective state) moved back and forth can be changed, so its position can be changed, or as transportable Formations can only be moved to the site of the emergency in the event of a disaster.
  • the protective device described in this way can also be a protected object in this respect assigned as the object to be protected should not be protected itself, but as a dike or retaining wall can be enlarged, improved or expanded should (claim 4).
  • an expanded area as a continuation of the The fabric selected is lower or closer to the one to be blocked Volume quantity to be fixed there.
  • the rest of the section, previously called Movable flat structure designated first sheet can be in height to be changed.
  • the second elongated line can be on a mechanical Be attached to the structure from which they come back after the end of the disaster can be removed (claim 4, 6). It can also remain fixed there, and only the second line is lowered (claims 10, 11).
  • the protection device can be used both horizontally and on slopes. When securing rivers that have only a slight slope, the runs Protection device along the banks or at least along those premises at a distance from the bank, which must be protected from the water. Will the Protective device used in the terrain, i.e. on steep inclines such as streams or fast-flowing rivers, it runs in the direction of the slope to the to block lateral extent of rivers or streams, depending on their top described condition, specifically in claims 7 and 8 each individually are identified in order to relate the individual claims to the respective state to make the protection device simplified.
  • the protective device is intended to widen the further along block the border line formed beyond the second line. Once the volume When the first line reaches or crosses, the protection begins to work. It runs essentially parallel to (or along) the front of the widening Volume quantity.
  • the second areal, expanded area piece can directly depend on the volume be covered, it can also be recessed, for example for temporary fixation the first line (claim 3).
  • the collapsed state that is, the state described in claim 7 described, can be done by folding, folding or curling (Claim 2).
  • the formation of the fabric is designed in such a way that that it is impermeable to the volume quantities to be blocked in each case. Still can the fabric is supported by a mesh construction, e.g. latticed Bring basic stability in the flat design (claim 5). It can also a flexible design can be made, in particular membrane-shaped (Claim 5, Claim 12) to some flexibility over pressure and Movement of the volume quantities when striking the protective device in the state of claim 8 to obtain while the membrane is stretched without Require support struts for supporting the flat membrane.
  • the fabric In the state of claim 7, the fabric is lowered (claim 9). It can also be completely removed (claim 15).
  • the mechanical Retaining structure (claim 16) can consist of bars or a continuous rail transversely extending struts or ropes (claim 17).
  • the Support device removable in floor sections (claim 18) or in separately provided, firmly arranged in the floor pedestals (claim 21) held his.
  • a mechanical support device can also be braced with ropes be (claim 16) to their resistance to pressure by elastic Giving way to increase.
  • the tension of the stretched membrane runs in Area direction (claim 25, 26, 27).
  • Figure 1 is the non-active state of a sheet F, which is arranged on the upper portion of a dike or a retaining wall S.
  • a rail 30 is provided directly behind the folded sheet F, which extends along a long line in the folded state but is only transversely narrow, and which has individual breakpoints 31a, 31b, 31c. At these breakpoints, an inner end 20 of the flat structure F shown here folded can be suspended in sections in order to be brought into the state shown in FIG. 2.
  • the line 10 which is still at the end of the folded package opposite the line 20, opens into a further surface section F * which is laid on the dike at an incline and lies below the water surface.
  • the sealing membrane is sealed in here, while it can be erected along the folded extension according to FIG. 2 .
  • the protection area is shown on the left in FIG. 1 and the area from which the Press volumes, shown here as water, against the protective lining.
  • the drawn-in permanent holding structure 30 as a railing Vertical struts and at least one horizontal bar, also as a cable or can be designed from cables. It can also be made removable, what the other pictures show.
  • FIG. 3a is to explain that a folded fabric F, for example a membrane or a net-like structure with a sealing covering, has at least two fold lines 11, 12 which result from its folding.
  • the inner end as line 20 is erected and arranged on the holding structure 30 so that it can also be removed there.
  • the outer line 10 is the other end of the folding area and merges into a further area F *, which is closer to the volume quantities and is connected or sealed to the floor (the dike or the retaining wall is also referred to simply as floor S in the following).
  • the inner edge 20 from FIG. 3a is lifted individually and fastened to the railing 30 at fixed points.
  • the fixed points are prepared, and the erection process is quick and can be initiated by several helpers in several places at the same time.
  • the railing is embedded in a foundation 15 which is repeatedly provided at intervals at the upper end of the dike S. As will be explained later, this foundation can also consist of receptacles in which a support device can be temporarily inserted.
  • FIGS. 1 to 3, 3a The alternative embodiments of the invention show variants of how the first line 10 can be implemented differently than illustrated in FIGS. 1 to 3, 3a.
  • Figures 4a, 4b and 4c show a firmly inserted base 42, which shows a seal 43 at the lower edge, which holds the lower end of a membrane (as a flat structure).
  • the membrane F extends in the area F * as an additional flat piece vertically along the base 42 and is shown here rolled up above the base in the inactive state (idle state), but can also be folded. If supports 40 are inserted into the provided receiving directions 45, shown here as openings in the base 42, as can be seen in FIGS.
  • a mechanical holding structure is created, at the upper end of which the rolled-out or folded-out membrane F of FIG 4a can be hooked in, as the transition state of FIG. 4b shows.
  • the membrane F is oriented essentially vertically and can stretch the stretched-in flood water here without further ado.
  • the base 42 of FIG. 4 does not necessarily have to be firm. This is illustrated by FIGS. 5a, 5b and 5c.
  • an excavated trench 49 is provided, in which the area piece F * is inserted in order to fix it with the excavation material of the trench.
  • the lower line 10 lies below on the surface of the earth and is held by the excavation.
  • the membrane F is rolled up above the trench 49, but can also be folded. Unrolling or unfolding and attaching to fixed points 50a on the provided support beams 50 results in a slightly inclined protective device which can also block the water shown in FIG. 5c, as in FIG. 4c.
  • Additional ropes 51a are provided on support posts 51b in order to keep the supports 50 straight, to absorb forces and to allow the protective sheeting to be elastically deformed.
  • FIG. 6a, FIG. 6b and FIG . 6c Another implementation is shown in FIG. 6a, FIG. 6b and FIG . 6c .
  • the support device 50 is chosen similar to that of Figure 5c.
  • the flat structure F is stretched between the upper ends of the posts 50 and a row of ramming signs 18a, 18b, 18c which have been hammered into the ground E and which have a slight curl at their upper end, into which the membrane F along the lower line 10 can be attached.
  • a clamping process or a screwing process can be selected, at least in such a way that an essentially tight connection is created.
  • the ram plates 18a, 18b, 18c can be removed again after the disaster.
  • the support pegs 50 can also be removed, as shown in FIG. 4a for a base with receptacles 45.
  • FIG. 7 shows a changeability of the mechanical holding arrangements, which is provided here by a plurality of bent pylons 60 lined up.
  • the flat structure F is held by these supports, which can be changed in height, along the line 20, the line here also running in a wave shape and additional support cables being provided in order to achieve anchoring and fixing between the pylons.
  • the kink-shaped mechanical holders can be returned to the kink position when not in use, so that the upper end 20 lies as a line approximately at the level of line 10, which was previously described in FIG.
  • the entire structure of FIG. 7 takes place on the instep S * of a dam or dyke or a retaining wall in order to temporarily allow an additional increase in a protective device that is provided anyway.
  • the line 10 that goes from the movable section F * into the fixed section F * Surface structure transferred, is formed in Figure 7 as a double line 10,10 ', the Section F * between lines 10, 10 'is also fixed and sealed at one Increasing line 20 but not increasing with it.
  • the control of the kink-shaped pylons can be done via an electrical Control happen that a change from the rest position in the Enable functional status depending on a control signal.
  • the signaling can be done mechanically, electrically, electronically or visually, and with a Data transmission, with both a fixed transmission line and the wireless way is possible.
  • the described exemplary embodiments are all suitable for increasing ones Flooding, for extreme weather conditions, for the sum of all river and Dike lengths with risk of flooding and flooding. It will be a Cost-effective principle for a dike elevation or property protection, e.g. for individually standing houses or settlements, one-sided (on a hillside) or all around to protective object, up to the sale of a self-assembly kit via the Building materials trade created.
  • a building permit is independent of environmental protection and monument protection after the Protective device is only visible in the event of danger. It is at rest practically imperceptible, so that environmental damage is not to be feared are.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Revetment (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Tents Or Canopies (AREA)
  • Wrappers (AREA)
EP01119372A 2000-08-11 2001-08-10 Dispositif de protection qui peut être abaissé et comprend un tissu Withdrawn EP1179641A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE2000140047 DE10040047A1 (de) 2000-08-11 2000-08-11 Temporäre Schutzvorrichtung
DE10040047 2000-08-11

Publications (2)

Publication Number Publication Date
EP1179641A2 true EP1179641A2 (fr) 2002-02-13
EP1179641A3 EP1179641A3 (fr) 2002-11-27

Family

ID=7652632

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01119372A Withdrawn EP1179641A3 (fr) 2000-08-11 2001-08-10 Dispositif de protection qui peut être abaissé et comprend un tissu

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EP (1) EP1179641A3 (fr)
DE (1) DE10040047A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9453314B2 (en) * 2014-09-18 2016-09-27 Ilc Dover Lp Deployable flexible flood mitigation wall

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20313139U1 (de) 2003-08-26 2004-04-29 Saworra, Wolfgang Hochwasserschutzelement zum Verschließen von Gebäudeöffnungen und zur temporären Erhöhung von Deichen
DE102006017191B4 (de) * 2006-04-12 2009-10-01 Semen Sladkov Hochwasserschutzanlage und Verfahren für ihr Ausführen
DE102007040744A1 (de) * 2007-08-28 2009-03-05 Stev Bringmann Temporäres Hochwasserschutzsystem

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2842353A1 (de) 1977-09-28 1979-07-12 Leigh Flexible Structures Ltd Dammkonstruktion
DE19754340A1 (de) 1997-11-25 1998-07-23 Walter Verbuecheln Temporäre Hochwasserschutzeinrichtung

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2056356A1 (de) * 1970-11-17 1972-06-22 Thess W Stauwand mit einer flexiblen Haut
IT1188785B (it) * 1979-04-05 1988-01-28 Pirelli Furlanis Dispositivo per abbassare e sollevare dighe collassibili
DE3844641A1 (de) * 1988-07-12 1990-05-03 Joachim Dipl Ing Gillsch Schutzvorrichtung gegen hochwasser und/oder rueckhaltesicherung fuer umweltschaedigende fluessige medien
SE505394C2 (sv) * 1995-11-14 1997-08-18 Sahbi Belarbi Översvämningsskydd
AU7133696A (en) * 1996-09-18 1998-04-14 Francois Marc Dam for preserving river bank routes, dwellings and premises in general or the like and water reservoirs from being flooded with detergents and pollutants
AU9327998A (en) * 1997-09-02 1999-03-22 Reinhard Schneider Dike module

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2842353A1 (de) 1977-09-28 1979-07-12 Leigh Flexible Structures Ltd Dammkonstruktion
DE19754340A1 (de) 1997-11-25 1998-07-23 Walter Verbuecheln Temporäre Hochwasserschutzeinrichtung

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9453314B2 (en) * 2014-09-18 2016-09-27 Ilc Dover Lp Deployable flexible flood mitigation wall
JP2017533358A (ja) * 2014-09-18 2017-11-09 アイエルシー・ドーバー・リミテッド・パートナーシップＩｌｃ Ｄｏｖｅｒ Ｌｐ 展開可能なフレキシブル洪水緩和壁
KR20190095494A (ko) * 2014-09-18 2019-08-14 아이엘씨 도버 엘피 전개형 플렉서블 범람 완화 벽

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Publication number Publication date
DE10040047A1 (de) 2002-02-28
EP1179641A3 (fr) 2002-11-27

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