SE525047C2 - flood - Google Patents
floodInfo
- Publication number
- SE525047C2 SE525047C2 SE0202363A SE0202363A SE525047C2 SE 525047 C2 SE525047 C2 SE 525047C2 SE 0202363 A SE0202363 A SE 0202363A SE 0202363 A SE0202363 A SE 0202363A SE 525047 C2 SE525047 C2 SE 525047C2
- Authority
- SE
- Sweden
- Prior art keywords
- barrier
- cloth
- fabric
- liquid
- licquid
- Prior art date
Links
- 239000004744 fabric Substances 0.000 claims abstract description 25
- 238000004873 anchoring Methods 0.000 claims abstract description 7
- 230000004888 barrier function Effects 0.000 claims abstract 10
- 238000007789 sealing Methods 0.000 claims abstract 2
- 239000007788 liquid Substances 0.000 claims description 17
- 238000006073 displacement reaction Methods 0.000 claims description 4
- 239000000463 material Substances 0.000 claims 1
- 239000000758 substrate Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/102—Permanently installed raisable dykes
- E02B3/104—Permanently installed raisable dykes with self-activating means
-
- 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
-
- 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
Landscapes
- 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)
- Barrages (AREA)
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
Abstract
Description
:1? "f s s u s ss l sidan. Genom den dragkrafi som utvecklas i dessa när vätskan stiger balanseras vätsketryckets kraft på duken vilket resulterar i att dukens undre del fixeras medan flytkroppama tvingas uppåt varvid duken samtidigt dras med. : 1? "f s s u s ss l side. Through the tensile force utveck that develops in these when the liquid rises, the force of the liquid pressure on the cloth is balanced, which results in the lower part of the cloth being medan xerated while the surface bodies are forced upwards, whereby the cloth is simultaneously pulled.
För att utnyttja det flytande utrymmets lyftande förmåga maximalt kan dessutom anordningen förses med överrinningsskydd som förhindrar vågor och liknande att slå över flytkropparna. Överrinningsskyddet bygger på samma princip som den beskrivna anordningen förutom att det är fäst i ovan beskrivna förankring samt i överkant på översvämningsskyddets flytkropp. Med överrinningsskydd kan flytkroppamas maximala deplacementet utnyttjas och en högre nivå avstängas.In addition, in order to make maximum use of the lifting capacity of the floating space, the device can be provided with overflow protection which prevents waves and the like from hitting the surface bodies. The overflow protection is based on the same principle as the described device, except that it is attached to the anchorage described above and to the upper edge of the flood protection fl surface body. With overflow protection, the maximum displacement of the surface bodies can be utilized and a higher level can be switched off.
Hur anordningen fungerar tekniskt redovisas i följ ande redogörelse för uppfinningen.How the device works technically is described in the following description of the invention.
Redogörelse för uppfinningen Med stöd av figurema 1-6 kommer en anordning som benämns översvärrmingsskydd att beskrivas Figur 1 visar beskriver anordningen hoprullad när den lagras.Disclosure of the Invention Based on Figures 1-6, a device called flood protection will be described. Figure 1 shows describes the device rolled up when stored.
Figur 2 visar anordningen från vy snett ovanifrån då den är utrullad, förankrad samt med gasfyllda flytutrymmen innan vätskan nått fördämningsanordningen. s -s s s s s s s s s ss s ssss .. ss. s" ss s s s s. s. ss. s s s i l s s s ss s s s s s s s s s s s s s s s ss ss ss sss Figur 3 visar anordningen när vätskan nått fördämningen och anordningen trätt i funktion.Figure 2 shows the device from a view obliquely from above when it is rolled out, anchored and with gas-filled floating spaces before the liquid reaches the dam device. s -s s s s s s s s s s ss s .. ss. s "ss s s s s. s. ss. s s s s i l s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s
Figur 4 visar anordningen i ett tvärsnitt när den är i funktion.Figure 4 shows the device in a cross section when it is in operation.
Figur 5 visar anordningen från vy snett ovanifrån då den förberetts för användning som bassäng för uppsamling av flytande medier.Figure 5 shows the device from an oblique view from above when it was prepared for use as a pool for collecting liquid media.
Figur 6 visar anordningen då det flytande mediet fyllts i den bildade bassängen.Figure 6 shows the device when the fl surface medium is filled in the formed basin.
Figur 1 visar anordningen när den lagras. Här visas den som hoprullad vilket är att rekommendera. Den kan dessutom förvaras i en påse med bärhantag vilket underlättar hanteringen. Anordningen väger ca. 3 kg per löpmeter varfor lämplig längd kan vara 15m. Varje sådan enhet är skarvbar och kan kopplas samman till önskade fördämningslängder.Figure 1 shows the device when it is stored. Here it is shown as rolled up, which is to be recommended. It can also be stored in a bag with a carrying handle, which facilitates handling. The device weighs approx. 3 kg per running meter, for which a suitable length can be 15m. Each such unit is spliceable and can be connected to desired dam lengths.
Figur 2 visar anordningen utrullad och applicerad. Här kan urskiljas duken (1) som är ogenomtränglig för vätskan samt de flytkroppar (2) som flyter på vätskan. Dessa kan bestå av flexibla gastäta utrymmen som har ventiler som medger fyllning och evakuering av gas alt. lufi och är hopsydda eller fäst vid duken (l). Dessutom visas anordningens förankring (3). Denna består företrädesvis av linor eller band fastsydda eller fäst i duken (1) samt i flytkropparna (2).Figure 2 shows the device rolled out and applied. Here the cloth (1) which is impermeable to the liquid and the floating bodies (2) floating on the liquid can be distinguished. These can consist of flexible gas-tight spaces that have valves that allow filling and evacuation of gas alt. lu fi and are sewn together or attached to the fabric (l). In addition, the anchorage (3) of the device is shown. This preferably consists of ropes or ribbons sewn or fastened to the fabric (1) and to the fl surface bodies (2).
Linoma/banden (3) har sådan längd att duken (1) ligger dubbelvikt "bakom" flytkroppamaDetta möjliggör fyllning av vätskan bakom flytkropparna, vilket ger max deplacementutnyttjande av dessa. Pilen visar riktningen för vätskans utbredning.The linomas / strips (3) are of such a length that the cloth (1) is double-folded "behind" the floating bodies. This enables filling of the liquid behind the surface bodies, which gives maximum displacement utilization of these. The arrow shows the direction of the liquid spreading.
Figur 3 visar anordningen då vätskenivån stigit och vätskan (4) fyllt ut duken (1). Vidare ses flytkropparna (2) samt underlaget (5).Figure 3 shows the device when the liquid level has risen and the liquid (4) has filled the cloth (1). Furthermore, the surface bodies (2) and the base (5) can be seen.
Figur 4 visar ett tvärsnitt av aktiverad anordning. Här ses flytkropparna (2), exempel på arrangemang av förankringslinor (3), duken (1) med dess början mot våta sidan samt vätskan (4).Figure 4 shows a cross section of activated device. Here are the surface bodies (2), examples of arrangements of anchoring ropes (3), the cloth (1) with its beginning towards the wet side and the liquid (4).
Notera vätskans utfyllnad bakom flytkroppen vilket ger optimalt utnyttjande av dess lyftförrnåga.Note the filling of the liquid behind the floating body, which gives optimal utilization of its lifting capacity.
Vidare visas ett exempel på ett överrinningsskydd (6) vilket medger att flytkropparnas maximala deplacement kan utnyttjas. (gfïl F* .J (_57 CI) -f 'n .n c n c - en 3 Figur 5 visar ett exempel där anordningen förberetts for användning som bassäng, Duken (l) och flytkroppama (2) har lagts ut för att forma bassängen. Här kan forankringslinorna (3) om så önskas kopplas ihop med motstående linor istället for att förankras i underlaget vilket är det normala.Furthermore, an example of a overflow protection (6) is shown, which allows the maximum displacement of the surface bodies to be utilized. (gfïl F * .J (_57 CI) -f 'n .ncnc - en 3 Figure 5 shows an example where the device has been prepared for use as a basin, the cloth (1) and the surface bodies (2) have been laid out to form the basin. the anchoring ropes (3) can, if desired, be connected to opposite ropes instead of being anchored in the base, which is normal.
Figur 6 visar anordningen då vätska (4) fyllts i den bildade bassängen. Här syns flytkroppama (2) liksom forankringsanordningarna (3) och duken (1). o n nu unoFigure 6 shows the device when liquid (4) is filled into the formed basin. The surface bodies (2) as well as the anchoring devices (3) and the fabric (1) can be seen here. o n nu uno
Claims (6)
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE0202363A SE525047C2 (en) | 2002-08-02 | 2002-08-02 | flood |
AU2003248581A AU2003248581A1 (en) | 2002-08-02 | 2003-07-23 | Flood protection system |
PCT/SE2003/001241 WO2004013414A1 (en) | 2002-08-02 | 2003-07-23 | Flood protection system |
EP03766796A EP1532318A1 (en) | 2002-08-02 | 2003-07-23 | Flood protection system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE0202363A SE525047C2 (en) | 2002-08-02 | 2002-08-02 | flood |
Publications (3)
Publication Number | Publication Date |
---|---|
SE0202363D0 SE0202363D0 (en) | 2002-08-02 |
SE0202363L SE0202363L (en) | 2004-02-03 |
SE525047C2 true SE525047C2 (en) | 2004-11-16 |
Family
ID=20288675
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE0202363A SE525047C2 (en) | 2002-08-02 | 2002-08-02 | flood |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1532318A1 (en) |
AU (1) | AU2003248581A1 (en) |
SE (1) | SE525047C2 (en) |
WO (1) | WO2004013414A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2399375A (en) * | 2003-03-11 | 2004-09-15 | Philip Youngman | A buoyant self-erecting flood barrier |
EP2198090A1 (en) * | 2007-09-14 | 2010-06-23 | Ludwig Schwarzmayr | Mobile water dam |
FR3024876B1 (en) * | 2014-08-13 | 2017-10-20 | Jean Jacques Saphy | MULTIFUNCTION AQUATIC BARRIER |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE531197C (en) * | 1931-08-10 | Hermann Honnef | Weir with a bag-like damming body | |
DE1459418B2 (en) * | 1963-06-22 | 1975-10-16 | Intercontinentale-Technik Gesellschaft F. Planung U. Konstruktion Mbh, 8000 Muenchen | Fluid retaining device for weirs, containers or pipes |
US5645373A (en) * | 1995-07-11 | 1997-07-08 | Maca/Orsi, L.L.C. | Flood control barrier system and method |
DE19807640A1 (en) * | 1997-02-24 | 1998-09-24 | Friedrich Schmitt | Wave barrier for sea shore or river bank |
UA68445C2 (en) * | 1999-06-18 | 2004-08-16 | Bioparken As | Method for providing a portable flood barrier, and movable barrier section and movable barrier system for protection against flood |
-
2002
- 2002-08-02 SE SE0202363A patent/SE525047C2/en not_active IP Right Cessation
-
2003
- 2003-07-23 WO PCT/SE2003/001241 patent/WO2004013414A1/en not_active Application Discontinuation
- 2003-07-23 AU AU2003248581A patent/AU2003248581A1/en not_active Abandoned
- 2003-07-23 EP EP03766796A patent/EP1532318A1/en not_active Withdrawn
Also Published As
Publication number | Publication date |
---|---|
SE0202363D0 (en) | 2002-08-02 |
EP1532318A1 (en) | 2005-05-25 |
WO2004013414A1 (en) | 2004-02-12 |
AU2003248581A1 (en) | 2004-02-23 |
SE0202363L (en) | 2004-02-03 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
NUG | Patent has lapsed |