EP0387192B1 - Stop logs - Google Patents

Stop logs Download PDF

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Publication number
EP0387192B1
EP0387192B1 EP90810148A EP90810148A EP0387192B1 EP 0387192 B1 EP0387192 B1 EP 0387192B1 EP 90810148 A EP90810148 A EP 90810148A EP 90810148 A EP90810148 A EP 90810148A EP 0387192 B1 EP0387192 B1 EP 0387192B1
Authority
EP
European Patent Office
Prior art keywords
sealing
connection side
shut
sealing bearing
bearing surfaces
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
EP90810148A
Other languages
German (de)
French (fr)
Other versions
EP0387192A1 (en
Inventor
Erich Herz
Ulrich Ebert
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.)
3A Composites International AG
Original Assignee
Alusuisse Lonza Services Ltd
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 Alusuisse Lonza Services Ltd filed Critical Alusuisse Lonza Services Ltd
Publication of EP0387192A1 publication Critical patent/EP0387192A1/en
Application granted granted Critical
Publication of EP0387192B1 publication Critical patent/EP0387192B1/en
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
    • 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 dam beam with sealing lines for a shut-off device, which is used in particular in hydraulic engineering, with an elongated hollow body which is rectangular in cross section and which has, on the opposite side, a connection side provided with a groove element and an essentially parallel connection side provided with a spring element complementary to the groove element, and has two opposite, essentially parallel, outer flat wall sides which end on the connection side in sealing contact surfaces, and with sealing strips arranged on the sealing contact surfaces of a connection side, each of which has a projecting head strip which is assigned a connection-side depression for its reception.
  • seals in the form of sealing strips are attached to the sealing contact surfaces of the connection side provided with the groove element.
  • the sealing strips are flat on the side facing away from the sealing contact surface.
  • the dam beams are placed on top of each other so that the spring element of the lower dam beam engages in the groove of the upper dam beam.
  • the flat surface of the sealing strip lies on the sealing contact surface of the connection side provided with a spring element.
  • the dam beams In order to achieve a sufficient tightness of the shut-off device created by placing the dam beams on top of each other, the dam beams must be clamped with the help of clamping bolts so that no water escapes between the flat surface of the sealing strip and the sealing contact surface resting on it. This does the assembly and disassembly of the shut-off device is complex.
  • the invention has for its object to develop the dam beam with sealing lines of the generic type with structurally simple means so that it can be used to build a good sealing and easy to assemble or disassemble shut-off device.
  • this object is achieved in that the sealing strips are arranged on the sealing contact surfaces of the connection side provided with the spring element and each have at least one sealing lip on the side facing away from their sealing contact surface, which faces away from the flat wall side adjacent to their sealing contact surface is inclined inside towards the spring element.
  • the dam beams according to the invention are placed on top of each other to form a shut-off device, for example in order to separate water from an area to be kept free of water
  • the water on the side of the shut-off device that is pressurized with water passes between the respective sealing strip and the nut-side sealing contact surface of the dam beam placed on the sealing lips a.
  • the water cannot escape into the area to be kept free of water, since the water pressure present between the stacked dam beams presses the sealing lips of the sealing strips arranged on the side of this area due to the inclination towards the spring element against the nut-side sealing contact surface of the dam beam placed on the sealing lips .
  • the dam beam 10 consists, as shown in FIG. 1, of an elongated hollow body which is rectangular in cross section.
  • the hollow body has a lower connection side 22 in FIG. 1 which is provided with a groove element 12 and an upper connection side 20 which is opposite and parallel to the lower connection side and which is provided with a spring element 14 which is complementary to the groove element 12 and which is arranged at a distance from two , from the upper connection side 20 extending upward, spaced apart spring tongues 14a, 14b is formed.
  • the hollow body has two opposite, parallel, flat outer wall sides 16, 18.
  • the wall sides 16, 18 extend downwards beyond the lower connection side 22 and form the groove element 12 with them. Upwards, the wall sides 16, 18 extend beyond the upper connection side 20 and form with the respective outer sides of the spring tongues 14a and 14b and the upper connection side 20 depressions 24. The end faces of the wall sides 16, 18 form upper sealing contact surfaces 26 and lower sealing contact surfaces 28.
  • the recesses 24 formed between the spring tongues 14a, 14b and the corresponding sections of the wall sides 16 and 18 projecting beyond the upper connection side 20 form in their upper region a slit-shaped opening that extends downwards on both sides via a shoulder to form a cavity.
  • the sealing strip 30 shown in FIG. 2 has an essentially L-shaped cross section with two webs 32 and 31 which merge at right angles into one another.
  • the web which extends downward in FIG. 2 and forms a head strip 32 is arrow-shaped, the arrowhead pointing downward shows, so that the shaft-side end edges 33 face the other web 31 of the L-shaped sealing strip 30.
  • This other web 31 has a substantially rectangular cross-sectional shape.
  • sealing lips 34, 36 are arranged parallel and at a distance from one another, which are inclined away from the end face of the rectangular web 31 toward the side of the head strip 32.
  • the end face of the rectangular web 31 merges into the front sealing lip 34 on the right in FIG. 2.
  • Fig. 3 shows two stacked dam beams 10 of a shut-off device.
  • the sealing strip 30 is inserted into the lower dam beam 10 in such a way that the arrow-shaped head strip 32 is located in the recess 24 and the end edges 33 of the arrowheads of the head strip 32 bear against the shoulders of the recess 24, as a result of which they seal the sealing strip 30 on the lower dam beam 10 anchor.
  • the side of the rectangular web 31 of the sealing strip 30 opposite the sealing lips 34, 36 lies flat on the sealing contact surface 26 of the lower dam beam 10.
  • the end face of the rectangular web 31 is flush with the wall side 16.
  • the upper dam beam is placed on the lower dam beam 10 so that the spring element 14 of the lower dam beam 10 engages in the groove element 12 of the upper dam beam.
  • the upper dam bar lies with its sealing contact surface 28 on the groove element side on the sealing lips 34, 36 of the sealing strip 30 which are inclined towards the spring element 14. Since the sealing lips 34, 36 are inclined towards the spring element 14, they are pressed against the sealing contact surface 28 of the upper dam beam by a water pressure P present between the stacked dam beams. This creates a seal that prevents water from escaping between the stacked dam beams to the outside, to the right in Fig. 3.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Revetment (AREA)
  • Lead Frames For Integrated Circuits (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Thin Film Transistor (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

In stop logs for a shut-off device which is used in particular in hydraulic engineering, having an elongated hollow body which is rectangular in cross-section and which has a connection side provided with a groove element and, opposite said connection side, a connection side essentially parallel thereto and provided with a spring element complementary to the groove element as well as two opposite, essentially parallel wall sides which have a plane surface on the outside and end on the connection side in sealing bearing surfaces, and with sealing strips which are arranged on the sealing bearing surfaces of one connection side and of which each has a projecting head strip to which a connection-side recess is allocated in order to accommodate it, the stop logs, in order to obtain adequate tightness of the shut-off device created by placing the stop logs one on top of the other, have to be braced by means of tension bolts so than no water can escape between the plane surface of the sealing strip and the sealing bearing surface resting on this sealing strip. This complicates the assembly and dismantling of the shut-off device. A shut-off device which provides a sound seal and is easy to assemble and dismantle can be produced from stop logs in which the sealing strips (30) are arranged on the sealing bearing surfaces (26) of the connection side (20) provided with the spring element (14) and in each case have at least one sealing lip (34, 36) on the side remote from their sealing bearing surface (26), which sealing lip (34, 36) is inclined to the inside towards the spring element (14), away from the wall side (16) having a plane surface and adjoining the sealing bearing surface (26) of the said sealing lip. <IMAGE>

Description

Die Erfindung betrifft einen Dammbalken mit Dichtungsleiten für eine Absperreinrichtung, die insbesondere im Wasserbau verwendet wird, mit einem langgestreckten im Querschnitt rechteckförmigen Hohlkörper, der gegenüberliegend eine mit einem Nutelement versehene Anschlußseite und eine dazu im wesentlichen parallele, mit einem zum Nutelement komplementären Federelement versehene Anschlußseite sowie zwei gegenüberliegende, im wesentlichen parallele außen ebenflächige Wandseiten aufweist, die anschlußseitig in Dichtungsauflageflächen enden, und mit auf den Dichtungsauflageflächen einer Anschlußseite angeordneten Dichtungsleisten, von denen jede eine abstehende Kopfleiste aufweist, der eine anschlußseitige Vertiefung für ihre Aufnahme zugeordnet ist.The invention relates to a dam beam with sealing lines for a shut-off device, which is used in particular in hydraulic engineering, with an elongated hollow body which is rectangular in cross section and which has, on the opposite side, a connection side provided with a groove element and an essentially parallel connection side provided with a spring element complementary to the groove element, and has two opposite, essentially parallel, outer flat wall sides which end on the connection side in sealing contact surfaces, and with sealing strips arranged on the sealing contact surfaces of a connection side, each of which has a projecting head strip which is assigned a connection-side depression for its reception.

Bei einem solchen aus der EP-A-0163 292 bekannten Dammbalken sind Dichtungen in Form von Dichtungsleisten an den Dichtungsauflageflächen der mit dem Nutelement versehenen Anschlußseite angebracht. Die Dichtungsleisten sind auf der der Dichtungsauflagefläche abgewandten Seite ebenflächig. Die Dammbalken werden so aufeinandergesetzt, daß das Federelement des unteren Dammbalkens in die Nut des oberen Dammbalkens eingreift. Die ebene Fläche der Dichtungsleiste liegt dabei auf der Dichtungsauflagefläche der mit einem Federelement versehenen Anschlußseite auf.In such a dam bar known from EP-A-0163 292, seals in the form of sealing strips are attached to the sealing contact surfaces of the connection side provided with the groove element. The sealing strips are flat on the side facing away from the sealing contact surface. The dam beams are placed on top of each other so that the spring element of the lower dam beam engages in the groove of the upper dam beam. The flat surface of the sealing strip lies on the sealing contact surface of the connection side provided with a spring element.

Um eine ausreichende Dichtigkeit der durch das Aufeinandersetzen der Dammbalken geschaffenen Absperreinrichtung zu erreichen, müssen die Dammbalken mit Hilfe von Spannbolzen verspannt werden, damit kein Wasser zwischen der ebenen Fläche der Dichtungsleiste und der auf dieser aufliegenden Dichtungsauflagefläche austritt. Dies macht die Montage und die Demontage der Absperreinrichtung aufwendig.In order to achieve a sufficient tightness of the shut-off device created by placing the dam beams on top of each other, the dam beams must be clamped with the help of clamping bolts so that no water escapes between the flat surface of the sealing strip and the sealing contact surface resting on it. This does the assembly and disassembly of the shut-off device is complex.

Der Erfindung liegt die Aufgabe zugrunde, den Dammbalken mit Dichtungsleiten der gattungsgemäßen Art mit konstruktiv einfachen Mitteln so weiterzubilden, daß sich mit ihm eine gut abdichtende und leicht montier- bzw. demontierbare Absperreinrichtung aufbauen läßt.The invention has for its object to develop the dam beam with sealing lines of the generic type with structurally simple means so that it can be used to build a good sealing and easy to assemble or disassemble shut-off device.

Diese Aufgabe wird ausgehend vom Stand der Technik dadurch gelöst, daß die Dichtungsleisten auf den Dichtungsauflageflächen der mit dem Federelement versehenen Anschlußseite angeordnet sind und jeweils auf der von ihrer Dichtungsauflagefläche abgewandten Seite wenigstens eine Dichtlippe aufweisen, die von der an ihre Dichtungsauflagefläche angrenzenden ebenflächige Wandseite weg nach innen zum Federelement hin geneigt ist.Starting from the prior art, this object is achieved in that the sealing strips are arranged on the sealing contact surfaces of the connection side provided with the spring element and each have at least one sealing lip on the side facing away from their sealing contact surface, which faces away from the flat wall side adjacent to their sealing contact surface is inclined inside towards the spring element.

Wenn die erfindungsgemäßen Dammbalken zu einer Absperreinrichtung aufeinandergesetzt werden, um beispielsweise Wasser von einem von Wasser frei zu haltenden Bereich abzutrennen, tritt das Wasser an der mit Wasserdruck beaufschlagten Seite der Absperreinrichtung zwischen der jeweiligen Dichtungsleiste und der auf den Dichtungslippen anliegenden nutseitigen Dichtungsauflagefläche des darauf gesetzten Dammbalkens ein. Das Wasser kann jedoch nicht in den von Wasser frei zu haltenden Bereich austreten, da der zwischen den aufeinandergesetzten Dammbalken vorhandene Wasserdruck die Dichtlippen der auf der Seite dieses Bereiches angeordneten Dichtungsleisten aufgrund der Neigung zum Federelement hin gegen die nutseitige Dichtungsauflagefläche des auf den Dichtungslippen gesetzten Dammbalkens drückt.If the dam beams according to the invention are placed on top of each other to form a shut-off device, for example in order to separate water from an area to be kept free of water, the water on the side of the shut-off device that is pressurized with water passes between the respective sealing strip and the nut-side sealing contact surface of the dam beam placed on the sealing lips a. However, the water cannot escape into the area to be kept free of water, since the water pressure present between the stacked dam beams presses the sealing lips of the sealing strips arranged on the side of this area due to the inclination towards the spring element against the nut-side sealing contact surface of the dam beam placed on the sealing lips .

Dies macht ein zusätzliches Verspannen der Dammbalken überflüssig, wodurch der Montageaufwand für den Aufbau einer aus den Dammbalken bestehenden Absperreinrichtung gering ist. Die Anordnung der Dichtungsleisten auf der Dichtungsauflagefläche der mit dem Federelement versehenen Anschlußseite bewirkt, daß die Dichtungsleisten nicht überstehen und somit bei der Handhabung wie auch bei der Lagerung vor Beschädigung geschützt sind.This makes the dam beams additionally braced superfluous, so that the assembly effort for the construction of a shut-off device consisting of the dam beams is low. The arrangement of the sealing strips on the sealing contact surface of the connection side provided with the spring element has the effect that the sealing strips do not protrude and are therefore protected from damage during handling and storage.

Die Erfindung wird anhand eines Ausführungsbeispiels näher erläutert. Es zeigt

Fig. 1
einen Dammbalken,
Fig. 2
eine Dichtungsleiste für den Dammbalken von Fig. 1 und
Fig. 3
in einer Teilansicht zwei aufeinandergesetzte Dammbalken.
The invention is explained in more detail using an exemplary embodiment. It shows
Fig. 1
a dam beam,
Fig. 2
a sealing strip for the dam beam of Fig. 1 and
Fig. 3
in a partial view two dam beams placed one on top of the other.

Der Dammbalken 10 besteht wie in Fig. 1 gezeigt aus einem langgestreckten im Querschnitt rechteckförmigen Hohlkörper. Der Hohlkörper besitzt eine in Fig. 1 untere Anschlußseite 22, die mit einem Nutelement 12 versehen ist und eine der unteren Anschlußseite gegenüberliegende zu ihr parallele obere Anschlußseite 20, die mit einem zum Nutelement 12 komplementären Federelement 14 versehen ist, das von zwei im Abstand angeordneten, sich von der oberen Anschlußseite 20 nach oben erstreckenden, im Abstand angeordneten Federzungen 14a, 14b gebildet wird. Weiter weist der Hohlkörper zwei gegenüberliegende parallele außen ebenflächige Wandseiten 16, 18 auf.The dam beam 10 consists, as shown in FIG. 1, of an elongated hollow body which is rectangular in cross section. The hollow body has a lower connection side 22 in FIG. 1 which is provided with a groove element 12 and an upper connection side 20 which is opposite and parallel to the lower connection side and which is provided with a spring element 14 which is complementary to the groove element 12 and which is arranged at a distance from two , from the upper connection side 20 extending upward, spaced apart spring tongues 14a, 14b is formed. Furthermore, the hollow body has two opposite, parallel, flat outer wall sides 16, 18.

Die Wandseiten 16, 18 erstrecken sich nach unten über die untere Anschlußseite 22 hinaus, und bilden mit dieser das Nutelement 12. Nach oben hin erstrecken sich die Wandseiten 16, 18 über die obere Anschlußseite 20 hinaus und bilden mit den jeweiligen Außenseiten der Federzungen 14a bzw. 14b und der oberen Anschlußseite 20 Vertiefungen 24. Die Stirnseiten der Wandseiten 16, 18 bilden obere Dichtungsauflageflächen 26 bzw. untere Dichtungsauflageflächen 28. Die zwischen den Federzungen 14a, 14b und den entsprechenden über die obere Anschlußseite 20 vorstehenden Abschnitten der Wandseiten 16 bzw. 18 ausgebildeten Vertiefungen 24 bilden in ihrem oberen Bereich eine schlitzförmige Öffnung, die sich nach unten beidseitig über einen Absatz zu einem Hohlraum erweitert.The wall sides 16, 18 extend downwards beyond the lower connection side 22 and form the groove element 12 with them. Upwards, the wall sides 16, 18 extend beyond the upper connection side 20 and form with the respective outer sides of the spring tongues 14a and 14b and the upper connection side 20 depressions 24. The end faces of the wall sides 16, 18 form upper sealing contact surfaces 26 and lower sealing contact surfaces 28. The recesses 24 formed between the spring tongues 14a, 14b and the corresponding sections of the wall sides 16 and 18 projecting beyond the upper connection side 20 form in their upper region a slit-shaped opening that extends downwards on both sides via a shoulder to form a cavity.

Die in Fig. 2 gezeigte Dichtungsleiste 30 hat einen im wesentlichen L-förmigen Querschnitt mit zwei rechtwinklig ineinander übergehenden Stegen 32 und 31. Der sich in Fig. 2 nach unten erstreckende, eine Kopfleiste 32 bildende Steg ist pfeilförmig ausgebildet, wobei die Pfeilspitze nach unten zeigt, so daß die schaftseitigen Endränder 33 dem anderen Steg 31 der L-förmigen Dichtungsleiste 30 zugewandt sind. Dieser andere Steg 31 hat eine im wesentlichen rechteckige Querschnittsform. Auf der der Kopfleiste 32 gegenüberliegenden Seite des rechteckigen Steges 31 sind Dichtungslippen 34, 36 parallel im Abstand zueinander angeordnet, die von der Stirnseite des rechteckigen Steges 31 weg zur Seite der Kopfleiste 32 hin geneigt sind. Dabei geht die Stirnseite des rechteckigen Steges 31 in die vordere, in Fig. 2 rechte Dichtungslippe 34 über.The sealing strip 30 shown in FIG. 2 has an essentially L-shaped cross section with two webs 32 and 31 which merge at right angles into one another. The web which extends downward in FIG. 2 and forms a head strip 32 is arrow-shaped, the arrowhead pointing downward shows, so that the shaft-side end edges 33 face the other web 31 of the L-shaped sealing strip 30. This other web 31 has a substantially rectangular cross-sectional shape. On the side of the rectangular web 31 opposite the head strip 32, sealing lips 34, 36 are arranged parallel and at a distance from one another, which are inclined away from the end face of the rectangular web 31 toward the side of the head strip 32. The end face of the rectangular web 31 merges into the front sealing lip 34 on the right in FIG. 2.

Fig. 3 zeigt zwei aufeinandergesetzte Dammbalken 10 einer Absperreinrichtung. Die Dichtungsleiste 30 ist so in den unteren Dammbalken 10 eingesetzt, daß sich die pfeilförmige Kopfleiste 32 in der Vertiefung 24 befindet und die Endränder 33 der Pfeilspitzen der Kopfleiste 32 an den Absätzen der Vertiefung 24 anliegen, wodurch sie die Dichtungsleiste 30 auf dem unteren Dammbalken 10 verankern. Die den Dichtungslippen 34, 36 gegenüberliegende Seite des rechteckigen Steges 31 der Dichtungsleiste 30 liegt plan auf der Dichtungsauflagefläche 26 des unteren Dammbalkens 10 auf. Die Stirnseite des rechteckigen Steges 31 ist mit der Wandseite 16 bündig.Fig. 3 shows two stacked dam beams 10 of a shut-off device. The sealing strip 30 is inserted into the lower dam beam 10 in such a way that the arrow-shaped head strip 32 is located in the recess 24 and the end edges 33 of the arrowheads of the head strip 32 bear against the shoulders of the recess 24, as a result of which they seal the sealing strip 30 on the lower dam beam 10 anchor. The side of the rectangular web 31 of the sealing strip 30 opposite the sealing lips 34, 36 lies flat on the sealing contact surface 26 of the lower dam beam 10. The The end face of the rectangular web 31 is flush with the wall side 16.

Der obere Dammbalken ist so auf den unteren Dammbalken 10 aufgesetzt, daß das Federelement 14 des unteren Dammbalkens 10 in das Nutelement 12 des oberen Dammbalkens eingreift. Dabei liegt der obere Dammbalken mit seiner nutelementseitigen Dichtungsauflagefläche 28 auf den zum Federelement 14 hin geneigten Dichtungslippen 34, 36 der Dichtungsleiste 30 auf. Da die Dichtungslippen 34, 36 zum Federelement 14 hin geneigt sind, werden sie durch einen zwischen den aufeinandergesetzten Dammbalken vorhandenen Wasserdruck P gegen die nutelementseitige Dichtungsauflagefläche 28 des oberen Dammbalkens gedrückt. Dies schafft eine Abdichtung, die verhindert, daß Wasser zwischen den aufeinandergesetzten Dammbalken nach außen, in Fig. 3 nach rechts, austreten kann.The upper dam beam is placed on the lower dam beam 10 so that the spring element 14 of the lower dam beam 10 engages in the groove element 12 of the upper dam beam. In this case, the upper dam bar lies with its sealing contact surface 28 on the groove element side on the sealing lips 34, 36 of the sealing strip 30 which are inclined towards the spring element 14. Since the sealing lips 34, 36 are inclined towards the spring element 14, they are pressed against the sealing contact surface 28 of the upper dam beam by a water pressure P present between the stacked dam beams. This creates a seal that prevents water from escaping between the stacked dam beams to the outside, to the right in Fig. 3.

Claims (1)

  1. Stop log (10) with sealing strips (30) for a shut-off device used in particular in hydraulic engineering, comprising an elongated hollow beam with a rectangular cross section which has a connecting side provided with a groove element (12) and an opposing connecting side substantially parallel thereto provided with a tongue element (14) complementary to the groove element and two opposing substantially parallel outwardly planar wall sides (16, 18) which end in sealing bearing surfaces (26) at the connecting sides, and comprising sealing strips (30) arranged on the sealing bearing surfaces (26) of a connecting side, each of which has a projecting head strip (32) which is associated with a recess (24) for receiving it at the connecting side, characterised in that the sealing strips (30) are arranged on the sealing bearing surfaces (26) of the connecting side (20) provided with the tongue element (14) and each have at least one sealing lip (34, 36) on the side remote from its sealing bearing surface (26) which is inclined away from the planar wall side (16) adjacent to its sealing bearing surface (26) inwardly towards the tongue element (14).
EP90810148A 1989-03-06 1990-02-27 Stop logs Expired - Lifetime EP0387192B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE8902684U DE8902684U1 (en) 1989-03-06 1989-03-06 Dam beam
DE8902684U 1989-03-06

Publications (2)

Publication Number Publication Date
EP0387192A1 EP0387192A1 (en) 1990-09-12
EP0387192B1 true EP0387192B1 (en) 1993-09-08

Family

ID=6836739

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90810148A Expired - Lifetime EP0387192B1 (en) 1989-03-06 1990-02-27 Stop logs

Country Status (5)

Country Link
EP (1) EP0387192B1 (en)
AT (1) ATE94239T1 (en)
DE (2) DE8902684U1 (en)
DK (1) DK0387192T3 (en)
ES (1) ES2045879T3 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19519082A1 (en) * 1995-05-16 1996-11-21 Zetzsch & Sohn Gmbh Mobile removable liquid protection wall made of horizontally S-shaped toothed stackable profile elements
NL1027918C2 (en) * 2004-12-29 2006-06-30 Tbs Soest B V Sealing member, gate valve and method.
EP3388581B1 (en) * 2017-04-10 2019-10-02 IBS Technics GmbH Stop log for the protection of an object

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH306934A (en) * 1953-01-12 1955-05-15 Von Roll Ag Jam lock.
CH325372A (en) * 1954-05-11 1957-11-15 Wartmann & Cie Ag Cell wall for support pillars
DE1889395U (en) * 1963-11-20 1964-03-12 Aluminium Walzwerke Singen WALL ELEMENT FOR WATER SEALS, IN PARTICULAR FOR DYE OPENINGS.
FR2488300A1 (en) * 1980-08-11 1982-02-12 Materiel Securite Urb ASSEMBLABLE INDIVIDUAL STRUCTURE, PARTICULARLY FOR THE PRODUCTION OF COVERINGS
DE3420405C2 (en) * 1984-06-01 1986-06-19 Ernst 6780 Pirmasens Kossbiel Removable shut-off device for flood protection or the like.
DE3601756A1 (en) * 1986-01-22 1987-07-23 Muecher Hermann Gmbh Sealing arrangement for structural parts

Also Published As

Publication number Publication date
DE59002595D1 (en) 1993-10-14
ES2045879T3 (en) 1994-01-16
DK0387192T3 (en) 1994-02-07
DE8902684U1 (en) 1989-04-13
ATE94239T1 (en) 1993-09-15
EP0387192A1 (en) 1990-09-12

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