EP0924349B1 - Dispositif de support pour barrage de protection des fluides - Google Patents

Dispositif de support pour barrage de protection des fluides Download PDF

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Publication number
EP0924349B1
EP0924349B1 EP98124082A EP98124082A EP0924349B1 EP 0924349 B1 EP0924349 B1 EP 0924349B1 EP 98124082 A EP98124082 A EP 98124082A EP 98124082 A EP98124082 A EP 98124082A EP 0924349 B1 EP0924349 B1 EP 0924349B1
Authority
EP
European Patent Office
Prior art keywords
supporting apparatus
shaped
damming
profile
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.)
Expired - Lifetime
Application number
EP98124082A
Other languages
German (de)
English (en)
Other versions
EP0924349A2 (fr
EP0924349A3 (fr
Inventor
Volker Weingartner
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.)
IBS Industriebarrieren Produktions GmbH
Original Assignee
IBS Industriebarrieren Produktions GmbH
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 IBS Industriebarrieren Produktions GmbH filed Critical IBS Industriebarrieren Produktions GmbH
Publication of EP0924349A2 publication Critical patent/EP0924349A2/fr
Publication of EP0924349A3 publication Critical patent/EP0924349A3/fr
Application granted granted Critical
Publication of EP0924349B1 publication Critical patent/EP0924349B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • 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 for insulation 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 in 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 that they cross-section placed on top of each other, based on the printing direction, have a self-aligning effect. There is a vertical seal.
  • the profiles the beam is complicated and expensive to manufacture.
  • EP 0 627 529 A describes a shut-off device for retaining Flood and contains all the features in the generic term of independent claim 1. The locking of the dumb beam is carried out with the help of wedges.
  • the invention is therefore based on the object of such a support device for creating beam walls that are simple in structure, 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 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 invention Locking unit in that it is attached 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 to the right of the dry side 2 and to 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 one above the other; 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. To seal the dam beams from 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 along the inside 18 of the U-shaped profile 5 each 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 overhead Dam beam 11.
  • you can also along the Height extension of the dam beam 11 several sealing strips 13 are 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 side facing 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.
  • the sealing strip 13 on the leg 15 of the U-shaped profile 5th recorded.
  • 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 of 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 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 is different from the Seen from the outside of the middle part 12 into a widening 53b or 54b lead.
  • the screw 58 has on its central part 12 opposite end on a screw head 59, the screw 58 Appropriate holes of a carriage 61 protrudes.
  • the spindle 65 projecting through the slide 61 in the vertical direction indicates a hexagon socket 66 at its upper free end and at its lower free 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 stamp-shaped base part 67 of the spindle 65 on the top 68 of the top one Dam beam 11 on.
  • the spindle 65 is screwed against the floor until a predetermined contact pressure from the stamp-shaped foot 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 at 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.
  • each Screw has a nut 92 at its end facing the central part 12 on, in the widenings 53b and 54b of the groove 53 and 54 in the middle part 12 is located and is managed. Hold the nuts 92 of the screws 91 thus the carriage 83 between the legs 14, 15 of the U-shaped profile 5. Above or in the Z direction extends above the horizontal part 83b in the vertical direction the vertical web 83a of the carriage 83.
  • 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. Further the grooves 16, 17 can also be provided on the dry side his. Instead of two grooves 16, 17, only a single groove or more than two grooves can be provided. In a corresponding manner, the Sealing strip 13 have one or more than two profile strips 23.

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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)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Tents Or Canopies (AREA)

Claims (14)

  1. Dispositif de soutien pour parois de poutres pour le barrage de fluides,
    comportant au moins deux soutiens (1) de poutres de barrage, qui sur les côtés orientés l'un vers l'autre présentent chacun un profilé (5) en U,
    comportant au moins une baguette d'étanchéité (13) disposée sur le côté intérieur des montants (15) du profilé (5) en U,
    comportant un profilé (11) de poutres de barrage, qui par ses extrémités est inséré dans les profilés (5) en U,
    caractérisé par une unité de verrouillage sous la forme d'un coulisseau (61, 83) pouvant être fixé au soutien de poutres de barrage de manière continue en hauteur, qui est guidé par le profilé (5) en U et qui dans la direction verticale traverse au moins une tige (65, 85), qui presse les profilés (11) de poutres de barrage les uns contre les autres et sur le sol.
  2. Dispositif de soutien selon la revendication 1, caractérisé en ce que pour le guidage du coulisseau (61, 83) dans la pièce médiane (12) du profilé (5) en U, au moins une rainure (53, 54) comportant respectivement un rétrécissement (53a, 54a) en col et un élargissement (53b, 54b), est disposée en s'étendant dans la direction longitudinale du profilé (5) en U, un écrou (57, 92), qui est maintenu par une vis (58, 91) disposée dans le coulisseau (61, 83), étant guidé dans l'élargissement (53b, 54b).
  3. Dispositif de soutien selon la revendication 1 ou 2, caractérisé en ce que la poutre de barrage (11), au moins, est pressée contre le sol par au moins une tige (65, 85), qui traverse le coulisseau (61, 83) dans la direction verticale.
  4. Dispositif de soutien selon la revendication 2 ou 3, caractérisé en ce que le coulisseau (61) est vissé fermement au profilé (5) en U, par des vis (58) et des écrous (57) posés dans les rainures (53, 54) du profilé (5) en U.
  5. Dispositif de soutien selon la revendication 3, caractérisé en ce que le coulisseau (61) est maintenu sur le profilé (5) en U, par auto-blocage, qui est provoqué par le vissage vers le bas de la tige (65, 85).
  6. Dispositif de soutien selon l'une des revendications 1 à 5, caractérisé en ce que le coulisseau (61) est un profilé creux, carré. (Fig. 4).
  7. Dispositif de soutien selon l'une des revendications 1 à 5, caractérisé en ce que le coulisseau (83) a un profil en L (Fig. 7).
  8. Dispositif de soutien selon la revendication 7, caractérisé en ce que dans le cas d'un dispositif à deux coulisseaux (83) leurs montants (83a) sont orientés les uns vers les autres.
  9. Dispositif de soutien pour parois de poutres pour le barrage de fluides selon l'une des revendications 1 à 8, caractérisé en ce que la baguette d'étanchéité (13) étanchéifie aussi bien vis-à-vis du profité (11) de poutres de barrage que vis-à-vis du côté intérieur des montants (15).
  10. Dispositif de soutien selon la revendication 9, caractérisé en ce que, même sans compression mécanique, la baguette d'étanchéité (13) étanchéifie de manière élastique bilatéralement, du fait de sa propre élasticité.
  11. Dispositif de soutien selon la revendication 9 ou 10, comportant deux baguettes d'étanchéité (13) disposées de préférence en miroir l'une par rapport à l'autre, sur les deux côtés du profilé (11) de poutres de barrage.
  12. Dispositif de soutien selon la revendication 9, 10, ou 11, caractérisé en ce que la baguette d'étanchéité (13) présente en regard du profilé (11) de poutres de barrage, au moins une baguette profilée (21) élastique, en forme de rail.
  13. Dispositif de soutien selon l'une des revendication 9 à 12, caractérisé en ce que dans les montants (15) du profilé (5) en U, est prévue au moins une rainure (16, 17) s'étendant longitudinalement, comportant un rétrécissement (16a, 17a) dans lequel vient en prise un saillant (23a, 23b) en T de la baguette d'étanchéité (13).
  14. Dispositif de soutien selon l'une des revendications 1 à 13, caractérisé par un dispositif (7, fig. 1) disposé sur le côté sec (2), soutenant le dispositif de soutien contre le côté de retenue (3).
EP98124082A 1997-12-19 1998-12-18 Dispositif de support pour barrage de protection des fluides Expired - Lifetime EP0924349B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19756869A DE19756869A1 (de) 1997-12-19 1997-12-19 Dämmvorrichtung mit Dammbalkenstütze und Verriegelungseinrichtung
DE19756869 1997-12-19

Publications (3)

Publication Number Publication Date
EP0924349A2 EP0924349A2 (fr) 1999-06-23
EP0924349A3 EP0924349A3 (fr) 1999-12-01
EP0924349B1 true EP0924349B1 (fr) 2003-03-26

Family

ID=7852740

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98124082A Expired - Lifetime EP0924349B1 (fr) 1997-12-19 1998-12-18 Dispositif de support pour barrage de protection des fluides

Country Status (3)

Country Link
EP (1) EP0924349B1 (fr)
AT (1) ATE235611T1 (fr)
DE (2) DE19756869A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1241299A3 (fr) * 2001-03-16 2002-11-20 Werner Zuberbühler Système de protection contre les crues pour l'utilisation temporaire
GB2382613A (en) * 2001-11-30 2003-06-04 Alasdair Junor Flood protection barrier
FR2860250B1 (fr) * 2003-09-29 2006-03-17 Cie Du Sol Dispositif pour la realisation d'une barriere etanche anti-crue
FR2876716B1 (fr) * 2004-10-18 2007-03-16 Cie Du Sol Soc Civ Ile Dispositif pour la realisation d'une barriere etanche anti-crue
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
EP3098353A1 (fr) 2009-12-07 2016-11-30 Max Aicher GmbH & Co. KG Dispositif mobile de protection contre les hautes eaux
GB202018463D0 (en) * 2020-11-24 2021-01-06 Einstein Ip Ltd A flood barrier

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE281924C (fr) *
DE281824C (fr)
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
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
DE19649868A1 (de) * 1995-11-30 1997-06-05 Wbs Systeme Werner Bank Gmbh Dammbalkenanordnung und Dammbalken

Also Published As

Publication number Publication date
DE59807640D1 (de) 2003-04-30
EP0924349A2 (fr) 1999-06-23
EP0924349A3 (fr) 1999-12-01
DE19756869A1 (de) 1999-06-24
ATE235611T1 (de) 2003-04-15

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