EP0924349A2 - Stützvorrichtung für Balkenwände zum Abdämmen von Flüssigkeiten - Google Patents
Stützvorrichtung für Balkenwände zum Abdämmen von Flüssigkeiten Download PDFInfo
- Publication number
- EP0924349A2 EP0924349A2 EP98124082A EP98124082A EP0924349A2 EP 0924349 A2 EP0924349 A2 EP 0924349A2 EP 98124082 A EP98124082 A EP 98124082A EP 98124082 A EP98124082 A EP 98124082A EP 0924349 A2 EP0924349 A2 EP 0924349A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- support device
- shaped
- profile
- carriage
- shaped profile
- 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.)
- Granted
Links
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
-
- 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
- E02B7/22—Stop log dams; Emergency gates
Definitions
- the invention relates to a support device for beam walls to insulate of liquids.
- Such beam walls are versatile, so to close the Spout of collection pools built into the terrain for various Types of liquids, for flood protection on all possible Waters, for the insulation of extinguishing water and for the protection of Environment of processing plants, such as oil refineries, tank farms and earth drilling, e.g. B. after petroleum.
- such beam walls must be of various types Natural soils, but also prepared soils, e.g. b. paved or asphalt, as well as on structures such as walls.
- DE-PS 34 20 405 and EP 0 163 292 B1 relate to a removable one Shut-off device for flood protection with metal hollow profiles trained barrier bar, which is in the form of tongue and groove connections engage each other and against U-shaped plug posts by vertical Seals are sealed.
- the beams with seals are against each other provided that engage with a T-shaped projection in slots.
- the Beams are pressed together by spindles. This version is very complex.
- DE-OS 35 23 150 provides that a dam beam closure with one Hollow profiles composite slide plate for bracing the Has hollow profiles eccentric rods on a guide frame are stored.
- This device has the disadvantage that the eccentric arrangements Require holes at predetermined heights. When a higher accumulation height is required, the eccentric must be in the higher Holes are used, the underlying holes are then to seal extra, which complicates the device.
- Dam beams provided, which are profiled so cross-section that they placed on top of each other in relation to the printing direction. There is a vertical seal.
- the profiles the beam is complicated and expensive to manufacture.
- the invention is therefore based on the object of such a support device for creating beam walls that are simple in construction, with limited Costs can be produced, easily by inexperienced personnel if required can be assembled and disassembled and ensures the required tightness and stability.
- dam beam support is still made of aluminum, this results in a weight saving, both in transport and in Lineup is advantageous.
- manufacture of the dam beam support from Aluminum is made using the inexpensive extrusion process.
- the locking unit according to the invention is infinitely variable in height Dam beam support can be attached, there is the advantage of dam beams to press against the ground at any height without the Dam beam support or the locking device itself modified must become. Changing the dam beam height only requires one low installation effort.
- the advantage of the invention Locking unit in that it attaches in a few easy steps and can be solved. Also a replacement that may be required a locking device according to the invention is with few Hand movements possible.
- dam beam support with an interchangeable seal is provided, which is only due to a corresponding profiling appropriate grooves is attached, this is easy with wear Means can be replaced by another sealing strip.
- the dam beam support 1 is on the right, the dry side 2 and on the left the storage side 3. It can be arranged as a central or end support.
- the central support is at least one dam beam 11 in two opposite directions in each with a double U-shaped profile 5 a middle part 12 and two legs 14, 15 inserted partially.
- a dam beam 11 is end support only from one side into one for this provided, U-shaped profile 5 inserted.
- the dam beam support 1 can have a back support 7 (Fig. 1) on the to be protected Dry side can be arranged.
- Two dam beam supports 1 hold with their U-shaped profiles 5 one or more dam beams 11; the Dam beam support points on its underside facing the ground Sealing strips, which are shown in more detail in Figure 10. These e.g. Sealing strips designed like a ring segment seal between the Floor and the dam beam support. This column foot gasket prevents an underflow of the supports and goes into the vertical form-fitting Seals 13 over. In order to seal the dam beams with each other cause the dam beams 11 to be pressed against the ground from above. This is done with the locking device described below.
- This sealing takes place according to the invention by means of a sealing strip 13, which is at least between a side surface 18 of a leg 15 of the U-shaped profile 5 and a side surface 19 of the Dam beam 11 is inserted.
- the leg 15 of the U-shaped profile 5 on the storage side its inside has two grooves 16, 17. These run in the longitudinal direction of the Dam beam support 1 or in the Z direction, if installed.
- the grooves 16, 17 are each along the inside 18 of the U-shaped profile 5 with a Constriction 16a and 17a provided. According to FIG. 2a, however, it is also possible, these sealing strips 13 on both side surfaces of the U-shaped To arrange profiles.
- the sealing strip 13 which is also in the opposite direction to the position shown can be installed, runs between the inside 18 of the U-shaped Profile 5 and the side surface or longitudinal side 19 of the Dam beam 11, along the entire extent of the inserted Dam beams 11, i.e. from the floor to the top of the top Dammbalkens 11.
- you can also along the Height extension of the dam beam 11 a plurality of sealing strips 13 is provided be arranged one behind the other in their longitudinal direction or Z direction are, the respective sealing strips 13 should lie close together.
- Each sealing strip 13 made of elastic material has on its side surface or inside 18 facing side two rail-shaped profile strips 23 on. These have a wider part 23a and a neck-shaped part 23b on, the neck-shaped part 23b between the base body 13a of the Sealing strip 13 and the wider part 23a of the profile strips 23 is located.
- the Parts 23a, 23b form a T-shaped projection.
- the rail-shaped profile strips 23 can be in the grooves 16, 17 of the U-shaped Profile 5 are pressed.
- the constrictions or Constrictions 16a and 17a have a dimension in which the wider one Part 23a of the profile strips 23 through the neck-shaped part 16a of the groove 16 or 17a of the groove 17 can be pushed through and in which the neck-shaped Part 23b of the profile strips 23 through the neck-shaped part 16a, 17a of the groove 16 or 17 is pressed in slightly. This creates a Sealing reached.
- the wider part 23a of the profile strips has Cross section a larger dimension than the constriction 16a, 17a. Thereby the sealing strip 13 on the leg 15 of the U-shaped profile 5th captured.
- the length of the neck-shaped part 23b is in the Y direction short enough that the base body 13a of the sealing strip 13 slightly against the Inside 18 of the leg 15 of the U-shaped profile 5 is pressed when the profile strips 23 are pressed into the grooves 16, 17.
- three fin-shaped profile strips 21 are provided on the side facing the longitudinal side 19 of the dam beam 11 Sealing strip 13. Their longitudinal axes are each oblique to the longitudinal axis of the base body 13a the sealing strip 13 or arranged obliquely to the X axis.
- the longitudinal axes of the two fin-shaped profile strips 21 near the central part 12 run in one An angle greater than 45 ° to the longitudinal axis of the base body 13a or to the X direction.
- the longitudinal axis of the third fin-shaped profile strip 21 runs on the other hand, at an angle less than 45 ° to the X direction.
- the leg 14 of the U-shaped profile 5 of the dam beam support 1 on the Dry side 2 preferably has no grooves 16, 17, instead it is widened in the area of its free end.
- the broadening 31 is to Dam beam 11 directed and with a flat part 32 and two Bevels 33, 34 provided.
- the flat part 32 lies along the Dam beam 11 on its long side. This system serves among other things of the Fixation and support of the dam beam 11 in the dam beam support 1 to dry side 2.
- the leg 14 can also be the same in mirror image be designed to leg 15 and preferably a mirror image Take up second sealing strip 13.
- the first embodiment 51 of the locking device according to the invention (Fig. 4, 5, 6) each has two in the horizontal or X direction and mutually parallel screws 58, the corresponding Project through holes in a hollow box-shaped slide 61.
- a spindle 65 is arranged in the direction and transverse to the screws 58, which likewise corresponding bores of the carriage 61 between the Screws 58 protrudes.
- the carriage 61 with the two screws 58 and the spindle 65 and its nut 65a is between the legs 14, 15 of the U-shaped profile 5 of the dam beam support 1 is arranged.
- a locking device 51 in the dam beam support 1 are provided in the middle part 12 of the same two grooves 53, 54 (Fig. 2) which in Area of the outside of the central part 12 facing the dam beam 11 each have a neck-shaped constriction 53a or 54a, which of the Seen from the outside of the middle part 12 into a widening 53b or 54b flow out.
- the screw 58 has on the central part 12 opposite end on a screw head 59, the screw 58 through corresponding bores of a carriage 61.
- the spindle 65 projecting through the carriage 61 in the vertical direction instructs a hexagon socket 66 at its upper free end and at its lower end free end of a stamped foot portion 67. This is rotatable on the lower end of the spindle 65 attached. 4 and 5, each carriage 61 located above the respective dam beam 11. Here lies the stamped foot portion 67 of the spindle 65 on the top 68 of the top Dam beam 11 on.
- the carriage 61 is in the U-shaped profile 5 by means of Grooves 53, 54 down to the top 68 of the overhead dam beam 11 out until the stamped foot portion 67 on the top 68 of the respective upper dam beam 11 rests ( Figure 5). Next will be tightened the screws 58. As a result, the carriage 61 is opposite the Middle part 12 of the dam beam support 1 clamped.
- the spindle 65 is screwed against the floor until a predetermined contact pressure from the stamp-shaped base part 67 on the or the dam beam 11 is reached. This will create a seal between the or the dam beam 11 and opposite the bottom of the Dam beam support reached.
- the second embodiment 81 of the locking device has a carriage 83.
- This is L-shaped with one vertical web 83a and a horizontal flange 83b.
- a spindle 85 with a hexagon socket 86 protrudes in the vertical direction at one free end and a stamped foot 87 on her other free end.
- the stamp-shaped foot part 87 is rotatable on the Spindle 85 attached, the nut thread is arranged in the flange 83b.
- the locking device 51, 81 according to the invention can also have more than one spindle 65 or 85.
- the grooves 16, 17 can also be on the dry side 2 and the widening 31 may be arranged on the storage side 3. Continue the grooves 16, 17 can also be provided on the dry side be. Instead of two grooves 16, 17, only a single groove or more than two grooves can be provided. Correspondingly, the Sealing strip 13 have one or more than two profile strips 23.
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)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
- Tents Or Canopies (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Description
- Figur 1 die erfindungsgemäße Dammbalkenstütze von der Seite gesehen, mit einer Rückabstützung, wobei noch kein Dammbalken eingefügt ist,
- Figur 2 die erfindungsgemäße Dammbalkenstütze als Mittelstütze im Horizontalschnitt,
- Figur 2a wie Figur 2 mit vervollständigter beidseitiger Dichtungsanordnung,
- Figur 3 einen Teil der erfindungsgemäßen Dammbalkenstütze im Horizontalschnitt, mit einer Dichtleiste und ohne Dammbalken,
- Figur 4 eine erste Ausführungsform der erfindungsgemäßen Verriegelungseinrichtung im Vertikalschnitt,
- Figur 5 einen Schnitt entlang der Linie B-B gemäß Figur 4,
- Figur 6 einen Horizontalschnitt durch eine Dammbalkenstütze, mit beiderseits einer Verriegelungseinrichtung nach Figur 4 ,
- Figur 7 eine zweite Ausführungsform der erfindungsgemäßen Verriegelungseinrichtung in einem vertikalen Längsschnitt, die in eine Dammbalkenstütze eingefügt ist und Dammbalken gegen den Boden preßt,
- Figur 8 einen Schnitt entlang der Linie B-B nach Figur 7,
- Figur 9 einen Horizontalschnitt durch eine Dammbalkenstütze, mit beiderseits einer Verriegelungseinrichtung nach Figur 7,
- Fig.10 eine Ansicht der Dammbalkenstütze von unten mit den zum Boden hin abdichtenden kreisringsegment-artigen Dichtleisten.
- 1
- Dammbalkenstütze
- 2
- Trockenseite
- 3
- Stauseite
- 5
- U-förmiges Profil
- 7
- Rückabstützung
- 11
- Dammbalken
- 12
- Mittelteil von 1
- 13
- Dichtleiste
- 13a
- Grundkörper
- 14
- Schenkel
- 15
- Schenkel
- 16
- Nuten
- 16a
- Einschnürung, halsförmiger Teil, Verengung
- 17
- Nuten
- 17a
- Einschnürung, halsförmiger Teil, Verengung
- 18
- Seitenfläche / Schenkel
- 19
- Seitenfläche / Dammbalken
- 21
- Profilleisten, flossenförmig
- 23
- Profilleiste, schienenförmig
- 23a,b
- breiter/halsförmiger Teil von 23
- 31
- Verbreiterung
- 32
- flacher Teil
- 33
- Anschrägung
- 34
- Anschrägung
- 51
- erste Ausführungsform der Verriegelungseinrichtung
- 53
- Nut
- 53a
- halsförmige Verengung
- 53b
- Verbreiterung
- 54
- Nut
- 54a
- halsförmige Verengung
- 54b
- Verbreiterung
- 57
- Mutter
- 58
- Schrauben
- 59
- Schraubenkopf
- 61
- Schlitten
- 65
- Spindel
- 65a
- Mutter
- 66
- Innensechskant
- 67
- stempfelförmiger Fußteil
- 68
- Oberseite
- 81
- 2. Ausführungsform der Verriegelungseinrichtung
- 83
- Schlitten
- 83a
- vertikaler Steg
- 83b
- horizontaler Flansch
- 85
- Spindel
- 86
- Innensechskant
- 87
- Fußteil
- 91
- Schraube(n)
- 92
- Mutter
Claims (14)
- Stützvorrichtung für Balkenwände zum Abdämmen von Flüssigkeiten,mit mindestens zwei Dammbalkenstützen (1), die auf den einander zugewandten Innenseiten je ein U-förmiges Profil (5) aufweisen,mit mindestens einer auf der Innenseite der Schenkel (15) des U-förmigen Profils (5) angeordneten Dichtleiste (13),mit einem Dammbalkenprofil (11), das mit seinen Enden in die U-förmigen Profile (5) eingeschoben ist,und mit einem Schlitten (61, 83), der von dem U-förmigen Profil (5) geführt ist und durch den in vertikaler Richtung zumindest eine Spindel (65, 85) durchragt, die die Dammbalkenprofile (11) gegeneinander und auf den Boden preßt.
- Stützvorrichtung nach dem Anspruch 1, dadurch gekennzeichnet, daß zur Führung des Schlittens (61, 83) in dem Mittelteil (12) des U-förmigen Profils (5) zumindest eine in Längsrichtung des U-förmigen Profils (5) verlaufende Nut (53, 54) mit jeweils einer halsförmigen Verengung (53a, 54a) und einer Verbreiterung (53b, 54b) angeordnet ist, wobei in der Verbreiterung (53b, 54b) eine Mutter (57, 92) geführt ist, die von einer in dem Schlitten (61, 83) angeordneten Schraube (58, 91) gehalten wird.
- Stützvorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß der zumindest eine Dammbalken (11) von zumindest einer Spindel (65, 85) gegen den Boden gepreßt wird, die den Schlitten (61, 83) in vertikaler Richtung durchragt.
- Stützvorrichtung nach Anspruch 2 oder 3, dadurch gekennzeichnet, daß der Schlitten (61) durch Schrauben (58) und in den Nuten (53, 54) des U-förmigen Profils (5) gelegene Muttern (57) an dem U-förmigen Profil(5) festgeschraubt ist.
- Stützvorrichtung nach Anspruch 3, dadurch gekennzeichnet, daß der Schlitten (61) durch Selbsthemmung an dem U-förmigen Profil (5) gehalten ist, die durch das Herunterschrauben der Spindel (65, 85) verursacht ist.
- Stützvorrichtung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß der Schlitten (61) ein Hohlkastenprofil ist. (Fig. 4)
- Stützvorrichtung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß der Schlitten (83) ein L-förmiges Profil hat (Fig. 7).
- Stützvorrichtung nach Anspruch 7, dadurch gekennzeichnet, daß bei Anordnung zweier Schlitten (83) deren Stege (83a) gegeneinander gerichtet sind.
- Stützvorrichtung für Balkenwände zum Abdämmen von Flüssigkeitenmit mindestens zwei Dammbalkenstützen (1), die auf den einander zugewandten Innenseiten je ein U-förmiges Profil (5) aufweisen,mit einem Dammbalkenprofil (11), das mit seinen Enden in die U-förmigen Profile (5) eingeschoben ist,und mit mindestens einer auf den Innenseiten der Schenkel (15) des U-förmigen Profils (5) angeordneten elastischen Dichtleiste (13), die sowohl gegen das Dammbalkenprofil (11) als auch gegen die Innenseite der Schenkel (15) abdichtet, insbesondere nach einem der Ansprüche 1 bis 8.
- Stützvorrichtung nach Anspruch 9, dadurch gekennzeichnet, daß die Dichtleiste (13) auch ohne mechanische Kompression beidseitig elastisch abdichtet.
- Stützvorrichtung nach Anspruch 9 oder 10, mit zwei vorzugsweise spiegelbildlich zueinander angeordneten Dichtleisten (13) auf beiden Seiten des Dammbalkenprofils (11).
- Stützvorrichtung nach Anspruch 9, 10 oder 11, dadurch gekennzeichnet, daß die Dichtleiste (13) gegenüber dem Dammbalkenprofil (11) mindestens eine schienenförmige, elastische Profilleiste (21) aufweist.
- Stützvorrichtung nach einem der Ansprüche 9 bis 12, dadurch gekennzeichnet, daß in den Schenkeln (15) des U-förmigen Profils (5) mindestens eine längsverlaufende Nut (16, 17) vorgesehen ist mit einer Verengung (16a, 17a), in die ein T-förmiger Vorsprung (23a, 23b) der Dichtleiste (13) eingreift.
- Stützvorrichtung nach einem der Ansprüche 1 bis 13, gekennzeichnet durch eine auf der Trockenseite (2) angeordnete, die Stützvorrichtung gegen die Stauseite (3) abstützende Vorrichtung (7, Fig. 1).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19756869 | 1997-12-19 | ||
DE19756869A DE19756869A1 (de) | 1997-12-19 | 1997-12-19 | Dämmvorrichtung mit Dammbalkenstütze und Verriegelungseinrichtung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0924349A2 true EP0924349A2 (de) | 1999-06-23 |
EP0924349A3 EP0924349A3 (de) | 1999-12-01 |
EP0924349B1 EP0924349B1 (de) | 2003-03-26 |
Family
ID=7852740
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98124082A Expired - Lifetime EP0924349B1 (de) | 1997-12-19 | 1998-12-18 | Stützvorrichtung für Balkenwände zum Abdämmen von Flüssigkeiten |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0924349B1 (de) |
AT (1) | ATE235611T1 (de) |
DE (2) | DE19756869A1 (de) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1241299A2 (de) * | 2001-03-16 | 2002-09-18 | Werner Zuberbühler | Hochwasser-Abwehrsystem für temporären Einsatz |
GB2382613A (en) * | 2001-11-30 | 2003-06-04 | Alasdair Junor | Flood protection barrier |
EP1518967A1 (de) * | 2003-09-29 | 2005-03-30 | Compagnie Du Sol | Flutsperre |
FR2876716A1 (fr) * | 2004-10-18 | 2006-04-21 | Cie Du Sol Soc Civ Ile | Dispositif pour la realisation d'une barriere etanche anti-crue |
WO2022112767A1 (en) * | 2020-11-24 | 2022-06-02 | Einstein Ip Limited | A flood barrier |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008055489B4 (de) | 2008-12-07 | 2014-02-20 | Max Aicher Bischofswerda Gmbh & Co. Kg | Mobile Hochwasserschutzvorrichtung |
DE102010016071A1 (de) | 2009-11-09 | 2011-05-12 | Max Aicher Bischofswerda Gmbh & Co. Kg | Mobile Hochwasserschutzvorrichtung |
EP2333162A1 (de) | 2009-12-07 | 2011-06-15 | Max Aicher Bischofswerda GmbH & Co. KG | Mobile Hochwasserschutzvorrichtung |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE281824C (de) | ||||
DE336399C (de) | 1918-01-15 | 1921-04-30 | Hugo Herzbruch | Verfahren zum Dichten von Dammbalkenverschluessen fuer Wasserbecken aller Art |
DE3420405C2 (de) | 1984-06-01 | 1986-06-19 | Ernst 6780 Pirmasens Kossbiel | Demontierbare Absperreinrichtung für den Hochwasserschutz od.dgl. |
DE3523150A1 (de) | 1985-06-28 | 1987-01-08 | Passavant Werke | Hohlprofilverschluss |
DE19649868A1 (de) | 1995-11-30 | 1997-06-05 | Wbs Systeme Werner Bank Gmbh | Dammbalkenanordnung und Dammbalken |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE281924C (de) * | ||||
DE59400573D1 (de) * | 1993-06-03 | 1996-10-10 | Peter Scherer | Absperrvorrichtung zum Rückhalten von Hochwasser o. dgl. |
DE19519082A1 (de) * | 1995-05-16 | 1996-11-21 | Zetzsch & Sohn Gmbh | Mobile demontierbare Flüssigkeitsschutzwand aus horizontal S-förmig verzahnten übereinanderstapelbaren Profilelementen |
-
1997
- 1997-12-19 DE DE19756869A patent/DE19756869A1/de not_active Withdrawn
-
1998
- 1998-12-18 DE DE59807640T patent/DE59807640D1/de not_active Expired - Fee Related
- 1998-12-18 AT AT98124082T patent/ATE235611T1/de not_active IP Right Cessation
- 1998-12-18 EP EP98124082A patent/EP0924349B1/de not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE281824C (de) | ||||
DE336399C (de) | 1918-01-15 | 1921-04-30 | Hugo Herzbruch | Verfahren zum Dichten von Dammbalkenverschluessen fuer Wasserbecken aller Art |
DE3420405C2 (de) | 1984-06-01 | 1986-06-19 | Ernst 6780 Pirmasens Kossbiel | Demontierbare Absperreinrichtung für den Hochwasserschutz od.dgl. |
EP0163292B1 (de) | 1984-06-01 | 1988-10-12 | Ernst Kossbiel | Absperreinrichtung für den Hochwasserschutz |
DE3523150A1 (de) | 1985-06-28 | 1987-01-08 | Passavant Werke | Hohlprofilverschluss |
DE19649868A1 (de) | 1995-11-30 | 1997-06-05 | Wbs Systeme Werner Bank Gmbh | Dammbalkenanordnung und Dammbalken |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1241299A2 (de) * | 2001-03-16 | 2002-09-18 | Werner Zuberbühler | Hochwasser-Abwehrsystem für temporären Einsatz |
EP1241299A3 (de) * | 2001-03-16 | 2002-11-20 | Werner Zuberbühler | Hochwasser-Abwehrsystem für temporären Einsatz |
GB2382613A (en) * | 2001-11-30 | 2003-06-04 | Alasdair Junor | Flood protection barrier |
EP1518967A1 (de) * | 2003-09-29 | 2005-03-30 | Compagnie Du Sol | Flutsperre |
FR2860250A1 (fr) * | 2003-09-29 | 2005-04-01 | Cie Du Sol | Dispositif pour la realisation d'une barriere etanche anti-crue |
FR2876716A1 (fr) * | 2004-10-18 | 2006-04-21 | Cie Du Sol Soc Civ Ile | Dispositif pour la realisation d'une barriere etanche anti-crue |
WO2022112767A1 (en) * | 2020-11-24 | 2022-06-02 | Einstein Ip Limited | A flood barrier |
GB2616779A (en) * | 2020-11-24 | 2023-09-20 | Einstein Ip Ltd | A flood barrier |
Also Published As
Publication number | Publication date |
---|---|
ATE235611T1 (de) | 2003-04-15 |
EP0924349A3 (de) | 1999-12-01 |
DE59807640D1 (de) | 2003-04-30 |
EP0924349B1 (de) | 2003-03-26 |
DE19756869A1 (de) | 1999-06-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE2515022A1 (de) | Bauelementensatz zur herstellung von variablen traggeruesten | |
DE10136681A1 (de) | Rahmengestell | |
EP0331690B1 (de) | Deckenverkleidung | |
DE3048152C2 (de) | Plattenhalterung für Fassaden- oder Dachkonstruktionen | |
EP0924349B1 (de) | Stützvorrichtung für Balkenwände zum Abdämmen von Flüssigkeiten | |
DE2504476C3 (de) | Verbindungsglied zum Verbinden von zwei senkrecht zueinander verlaufenden Profilstäben | |
CH654990A5 (de) | Traggestell. | |
EP0223147B1 (de) | Schraubverbindung zum Verbinden eines Hohlprofils mit einem quer dazu angebrachten Profil | |
DE3247506C2 (de) | Gasdichte Unterdecke | |
DE2234387C3 (de) | Vorrichtung zum Verbinden von Rahmenschenkeln bei Luftkanälen und Behältern | |
DE2424340C2 (de) | Verriegelungsvorrichtung für Kompaktfilterzellen | |
DE1924009C3 (de) | Profilstab zum Zusammensetzen von ebenen Bauteilen von Fahrzeugaufbauten | |
EP0167991A2 (de) | Gelenkkopfanordnung zum gelenkigen und jederzeit lösbaren Verbinden einer Spreize mit einer Verbauwand eines Verbaus | |
EP0393448B1 (de) | Verbaueinrichtung für den Grabenverbau | |
EP0387639B1 (de) | Duschabtrennung mit verschiebbarem Wandteil | |
DE3216121A1 (de) | Rollenlager fuer rohrleitungen, apparate od. dgl. | |
DE3517306A1 (de) | Vorrichtung zum ausrichten nebeneinander angeordneter schalungselemente | |
DE19503429B4 (de) | Vorrichtung für das stirnseitige Verbinden von Kabelbahnen | |
DE8529284U1 (de) | Montagetisch | |
DE102008064551B4 (de) | Verbindungsvorrichtung für Schaltafeln | |
DE2943625C2 (de) | Rohrschelle | |
DE3732152A1 (de) | Verkleidung fuer rechteckige kamine | |
DE19906174C1 (de) | Vorrichtung zur Abdichtung | |
DE3247505A1 (de) | Abhaengung fuer den tragrahmen einer unterdecke | |
AT408003B (de) | Einrichtung zur abdichtung der sich zwischen zwei betonkörpern ausbildenden fuge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH DE FR GB IT LI NL |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
17P | Request for examination filed |
Effective date: 20000405 |
|
AKX | Designation fees paid |
Free format text: AT BE CH DE FR GB IT LI NL |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
17Q | First examination report despatched |
Effective date: 20020627 |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI NL |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: E. BLUM & CO. PATENTANWAELTE |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 20030326 |
|
REF | Corresponds to: |
Ref document number: 59807640 Country of ref document: DE Date of ref document: 20030430 Kind code of ref document: P |
|
ET | Fr: translation filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20031124 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20031217 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20031218 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20031219 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20031223 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20031224 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20031231 Year of fee payment: 6 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20031230 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20041218 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20041218 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20041231 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20041231 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20041231 |
|
BERE | Be: lapsed |
Owner name: *IBS INDUSTRIEBARRIEREN PRODUKTIONS G.M.B.H. Effective date: 20041231 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050701 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050701 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20041218 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050831 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 20050701 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED. Effective date: 20051218 |
|
BERE | Be: lapsed |
Owner name: *IBS INDUSTRIEBARRIEREN PRODUKTIONS G.M.B.H. Effective date: 20041231 |