WO1996036773A1 - Mobile demontierbare flüssigkeitsschutzwand aus horizontal s-förmig verzahnten übereinanderstapelbaren profilelementen - Google Patents
Mobile demontierbare flüssigkeitsschutzwand aus horizontal s-förmig verzahnten übereinanderstapelbaren profilelementen Download PDFInfo
- Publication number
- WO1996036773A1 WO1996036773A1 PCT/DE1996/000732 DE9600732W WO9636773A1 WO 1996036773 A1 WO1996036773 A1 WO 1996036773A1 DE 9600732 W DE9600732 W DE 9600732W WO 9636773 A1 WO9636773 A1 WO 9636773A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- profile
- liquid
- elements
- bottom piece
- profile elements
- Prior art date
Links
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 consisting of individual stackable profile elements, each of which at its two ends engage in a U-profile arranged perpendicular to the profile elements for the purpose of fastening, the individual profile elements being formed by horizontally lying S -shaped formations mesh with one another on their upper and lower sides and thus pass on part of the load caused by the pressure of the liquid present, which can act on them, to their respective neighboring professional elements.
- shut-off devices according to the Swiss patent specification 70571 are known, consisting of shut-off beams, the sealing of which has to be done by means of clay or another costly sealing compound.
- a removable shut-off device for flood protection is known from German Patent 3 420 405, the seals of which, however, are designed to be frictional and can therefore cause problems when the water pressure is high. Furthermore, in this previously known solution, the load is only insufficiently distributed 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. To support the shut-off device in cases with a longer span, this patent provides for the attachment of additional side posts. These are embedded in quivers in the subsoil, whereby these quivers have to be created in advance through more complex construction measures.
- the invention is therefore based on the object of a mobile, that is to say easily removable, removable protective wall to ward off liquid to create ten, which distributes the pressure resulting from the liquid present with high tightness as evenly as possible over the entire wall, without this requiring too expensive construction measures in advance of the erection of the protective wall, but at the same time it is also possible to have larger widths with such a wall to span.
- These elements preferably engage at their two longitudinal ends in an L-profile arranged perpendicular to the profile elements for the purpose of fastening.
- the individual profile elements lie with their side facing away from the liquid against the flange of the L-profile running parallel to them.
- a rubber profile is provided there for the purpose of sealing.
- there is a further L-profile of a smaller design which is attached by means of oblique oblong holes with a side on the side of the L-profile which lies transversely to the liquid protection wall . This makes it possible to insert the profile elements in an easily manageable manner into the gap which is formed by the side of the large L-profile which lies along the liquid protection wall and one side of the small L-profile.
- the insertion takes place in that the smaller L-profile is moved obliquely upwards in the elongated holes, the profile elements are inserted and after insertion the smaller L-profile is moved again with the help of the elongated holes towards the profile elements.
- the profile elements fill with liquid from the side through the gap formed between you and the small L-profile and the large L-profile 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.
- the individual profile elements are offset to the side, that is to say to the side fastening profile, for example with felt, gauze, a net or an end plate. concluded that water can enter and exit, but not mud, dirt or similar contaminants.
- the profiles are brought to the floor with the aid of a threaded rod which is fastened in the floor and a union nut which is located on the top of the threaded rod and which grips the upper edge of the liquid protection wall pressed or held.
- the profile for the lateral fastening of the profile elements forming the liquid protection wall can also be done differently, e.g. in the form of a fixed, one-piece U-profile.
- the profile elements are arranged one above the other and interlocked by means of horizontally lying S-shaped shapes on their upper and lower sides. They each pass a portion, namely approximately 50%, of the load caused by the pressure of the liquid present, which can act on them, to their respective neighboring profile elements.
- One embodiment of the present invention provides an end piece to the upper edge of the liquid protection wall without toothing formation.
- the lower profile element engages in a toothed base piece and thus also releases part of the load acting on this profile element via the base piece onto the ground.
- the base piece is provided with a seal which overlaps one piece at the edges of the base piece and occupies the entire width of the base piece below the base piece.
- the bottom piece with the seal is placed in a support device, e.g. a double T-beam, inserted and closes tightly here. As a result, their sealing properties increase with increasing pressure.
- the support device is cast in a channel located below the ground.
- an embodiment of the present invention provides that the for example, a double T-shaped support or the like can be covered by means of a plate or sheet or the like.
- this cover plate or the like is on the upper edges of the support device, for example, double-T-carrier or similarity ⁇ Lichem on.
- form-fitting seals are attached to the respective top or bottom of the profile elements in the horizontally lying S-shaped formations, which, when the liquid pressure acts on them, in the gap angle between two resulting from the horizontally lying S-shaped form of the toothing adjacent sections are pressed with increasing pressure always know ⁇ ter improve their sealing property.
- the liquid barrier wall to maintain stability in particular is on the expected liquid pressure dependent basis, page rank ⁇ remote means mobi ⁇ ler supports on the one existing liquid supports, so that the forces acting on the liquid protective wall forces on the underground are derived.
- These mobile supports are preferably made from elements in the form of, for example, right-angled triangles.
- the distance at which it is then necessary to attach these mobile supports varies between 4.10 m with a liquid in front of 0.40 m in height on the wall and 2.43 m with a liquid height of 2.00 m. It is always ensured that the wall the maximum allowed at any point in accordance with DIN 4113 by ⁇ deflection of l / 3oo-stel exceed.
- An advantage of the liquid protection wall according to the present invention lies in the ease of assembly and disassembly of the device, without the need for complex construction measures prior to the erection of the wall. Due to the chosen form-fitting seals, which press into the gap angle of the horizontal S-toothing, a high level of tightness of the entire wall is achieved without the seals being exposed to excessive stress. The horizontally trained The S-shaped toothing of the profile elements ensures even load distribution over the entire wall.
- the base piece used can DAR beyond be achieved to the substrate in an embodiment of the present invention, an indirect part un ⁇ load output. Longer spans between the individual U-shaped fastenings can be achieved with the mobile supports.
- FIG. 1 shows a sectional embodiment according to the present invention with the toothing of the lower profile element to the floor fastening device with simultaneous toothing to the overlying profile element
- FIG. 2 shows an embodiment of an end piece of a profile element for sludge protection from the side, that is to say to the side fastening profile, shown in a sectional view,
- FIG. 5 shows an embodiment of a sealing profile for the sealing of the base piece according to the present invention, shown in a sectional view
- FIG. 6 shows an embodiment of a single profile element which can be stacked on top of one another with a horizontal S-shaped configuration of the toothings on the top and bottom according to the present invention
- 7 is a side view of an embodiment of the mobile support made of elements in the form of a right triangle
- 8 is a sectional view of an embodiment of a covered support device embedded in the ground
- FIG. 9 is a sectional view of an embodiment of the support device embedded in the underground without a cover
- FIG. 10 is a sectional view of an embodiment of the present invention, in which a lower profile element and a base piece with a seal are inserted into a support device embedded in the ground,
- FIG. 11 shows a cross section of an embodiment of the lateral profile for fastening the profile elements forming the liquid protection wall
- FIG. 12 is 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, with closed, i.e. downward shifted smaller L-profile, and
- FIG. 13 is 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, with the opening, i.e. smaller L-profile shifted to the top left.
- FIG. 1 shows an embodiment of the present invention with the teeth 101 of the lower profile element 102 to the bottom piece 103 with simultaneous S-shaped teeth 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 shows an embodiment of the end piece 201 of a profile element for sludge defense from the side, that is to say towards 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 gear tooth ⁇ Vietnamese spatulsausformung between a profile boundary 302 and a ridge 303rd
- FIG. 4 shows an embodiment of a sealing profile 401, as is preferably applied for the form-fitting 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 an individual 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 from a thicker sloping, preferably seamless steel tube 701 and a thinner horizontal, preferably also seamless steel ⁇ pipe 702 is formed, which support the protective wall 703rd
- FIG. 8 shows an embodiment of a support device 802 embedded in the substrate 801 and covered by means of a sheet or the like 803.
- FIG. 9 shows an embodiment of a support device 902 which is not covered 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.
- 11 shows a cross section of an embodiment of the lateral profile for fastening the profile elements forming the liquid protection wall.
- 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 away 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 from the side with liquid 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 accordingly.
- 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 on 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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- General Engineering & Computer Science (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Special Wing (AREA)
- Revetment (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
- Fixing For Electrophotography (AREA)
- External Artificial Organs (AREA)
- Pinball Game Machines (AREA)
- Barrages (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT96913437T ATE187787T1 (de) | 1995-05-16 | 1996-04-26 | Mobile demontierbare flüssigkeitsschutzwand aus horizontal s-förmig verzahnten übereinanderstapelbaren profilelementen |
EP96913437A EP0826092B1 (de) | 1995-05-16 | 1996-04-26 | Mobile demontierbare flüssigkeitsschutzwand aus horizontal s-förmig verzahnten übereinanderstapelbaren profilelementen |
CA002219086A CA2219086C (en) | 1995-05-16 | 1996-04-26 | Mobile demountable liquid protective wall from horizontally s-shape indented profile elements, which can be stacked on top of each other |
US08/952,435 US5984576A (en) | 1995-05-16 | 1996-04-26 | Mobile demountable liquid protective wall from horizontally s-shape indented profile elements, which can be stacked on top of each other |
DE59603927T DE59603927D1 (de) | 1995-05-16 | 1996-04-26 | Mobile demontierbare flüssigkeitsschutzwand aus horizontal s-förmig verzahnten übereinanderstapelbaren profilelementen |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19519082A DE19519082A1 (de) | 1995-05-16 | 1995-05-16 | Mobile demontierbare Flüssigkeitsschutzwand aus horizontal S-förmig verzahnten übereinanderstapelbaren Profilelementen |
DE19519082.3 | 1995-05-16 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1996036773A1 true WO1996036773A1 (de) | 1996-11-21 |
Family
ID=7762775
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE1996/000732 WO1996036773A1 (de) | 1995-05-16 | 1996-04-26 | Mobile demontierbare flüssigkeitsschutzwand aus horizontal s-förmig verzahnten übereinanderstapelbaren profilelementen |
Country Status (6)
Country | Link |
---|---|
US (1) | US5984576A (de) |
EP (1) | EP0826092B1 (de) |
AT (1) | ATE187787T1 (de) |
CA (1) | CA2219086C (de) |
DE (2) | DE19519082A1 (de) |
WO (1) | WO1996036773A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19804662A1 (de) * | 1998-02-06 | 1999-09-02 | Hilbig | Vorrichtung zur Sicherung von Deichen |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19756869A1 (de) * | 1997-12-19 | 1999-06-24 | Ibs Industriebarrieren Produkt | Dämmvorrichtung mit Dammbalkenstütze und Verriegelungseinrichtung |
US6715960B2 (en) | 2001-08-14 | 2004-04-06 | Donald H. Metz | Collapsible and re-usable flood barrier |
FR2860250B1 (fr) * | 2003-09-29 | 2006-03-17 | Cie Du Sol | Dispositif pour la realisation d'une barriere etanche anti-crue |
US20060140722A1 (en) * | 2004-12-07 | 2006-06-29 | Wirz Christian H | System for protection against high waters |
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 (de) | 2007-10-17 | 2009-02-26 | Kusch, Claudia | Stütze für Flüssigkeitsschutzwand |
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 (zh) * | 2017-07-06 | 2022-08-23 | 北京北排装备产业有限公司 | 一种用于快速拼装防汛挡墙的卡接机构及其使用方法 |
Citations (6)
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NL36351C (de) * | 1934-11-24 | 1935-09-16 | ||
US2774121A (en) * | 1951-02-24 | 1956-12-18 | Otis Elevator Co | Joint for structural sections |
US3529393A (en) * | 1968-09-30 | 1970-09-22 | Comstruct Inc | Wall-to-floor connector beam |
DE3420405A1 (de) * | 1984-06-01 | 1985-12-05 | Ernst 6780 Pirmasens Kossbiel | Verfahren zum anbringen einer absperreinrichtung fuer den hochwasserschutz und absperreinrichtung |
DE8808124U1 (de) * | 1988-06-24 | 1988-10-20 | Lohmar, Hans Josef, 5000 Köln | Schutzwand, insbesondere zum Schutz gegen Überfluten durch Hochwasser |
DE8902684U1 (de) * | 1989-03-06 | 1989-04-13 | Schweizerische Aluminium Ag, Chippis | Dammbalken |
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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 |
US2566748A (en) * | 1946-05-22 | 1951-09-04 | Ringrose Robert Hall | Restraining wall decking |
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 |
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 |
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US4362432A (en) * | 1980-03-03 | 1982-12-07 | Conover Maria T | Fluid wave energy dissipating and absorbing structure |
US4650368A (en) * | 1985-05-10 | 1987-03-17 | American Threshold Industries, Inc. | Flood water containment bag |
SU1527369A1 (ru) * | 1987-09-24 | 1989-12-07 | Дагестанский Политехнический Институт | Сборна плотина |
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 |
US5118217A (en) * | 1991-03-28 | 1992-06-02 | Younes Joseph F | Moveable flood barrier |
-
1995
- 1995-05-16 DE DE19519082A patent/DE19519082A1/de not_active Withdrawn
-
1996
- 1996-04-26 US US08/952,435 patent/US5984576A/en not_active Expired - Lifetime
- 1996-04-26 EP EP96913437A patent/EP0826092B1/de not_active Expired - Lifetime
- 1996-04-26 CA CA002219086A patent/CA2219086C/en not_active Expired - Fee Related
- 1996-04-26 AT AT96913437T patent/ATE187787T1/de active IP Right Revival
- 1996-04-26 WO PCT/DE1996/000732 patent/WO1996036773A1/de active IP Right Grant
- 1996-04-26 DE DE59603927T patent/DE59603927D1/de not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL36351C (de) * | 1934-11-24 | 1935-09-16 | ||
US2774121A (en) * | 1951-02-24 | 1956-12-18 | Otis Elevator Co | Joint for structural sections |
US3529393A (en) * | 1968-09-30 | 1970-09-22 | Comstruct Inc | Wall-to-floor connector beam |
DE3420405A1 (de) * | 1984-06-01 | 1985-12-05 | Ernst 6780 Pirmasens Kossbiel | Verfahren zum anbringen einer absperreinrichtung fuer den hochwasserschutz und absperreinrichtung |
DE8808124U1 (de) * | 1988-06-24 | 1988-10-20 | Lohmar, Hans Josef, 5000 Köln | Schutzwand, insbesondere zum Schutz gegen Überfluten durch Hochwasser |
DE8902684U1 (de) * | 1989-03-06 | 1989-04-13 | Schweizerische Aluminium Ag, Chippis | Dammbalken |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19804662A1 (de) * | 1998-02-06 | 1999-09-02 | Hilbig | Vorrichtung zur Sicherung von Deichen |
DE19804662C2 (de) * | 1998-02-06 | 2000-06-15 | Dieter Hilbig | Vorrichtung zur Sicherung von Deichen |
Also Published As
Publication number | Publication date |
---|---|
US5984576A (en) | 1999-11-16 |
CA2219086C (en) | 2005-01-18 |
EP0826092A1 (de) | 1998-03-04 |
EP0826092B1 (de) | 1999-12-15 |
ATE187787T1 (de) | 2000-01-15 |
CA2219086A1 (en) | 1996-11-21 |
DE19519082A1 (de) | 1996-11-21 |
DE59603927D1 (de) | 2000-01-20 |
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