EP0931884B1 - Bouche d'égout - Google Patents

Bouche d'égout Download PDF

Info

Publication number
EP0931884B1
EP0931884B1 EP99101278A EP99101278A EP0931884B1 EP 0931884 B1 EP0931884 B1 EP 0931884B1 EP 99101278 A EP99101278 A EP 99101278A EP 99101278 A EP99101278 A EP 99101278A EP 0931884 B1 EP0931884 B1 EP 0931884B1
Authority
EP
European Patent Office
Prior art keywords
main body
road gully
gully according
road
supporting ring
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
EP99101278A
Other languages
German (de)
English (en)
Other versions
EP0931884A2 (fr
EP0931884A3 (fr
Inventor
Siegfried Reinholz
Manfred Klein
Reinhard Nowack
Jens Gürtler
Andreas Kaplan
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.)
Alphacan Omniplast GmbH
Original Assignee
Alphacan Omniplast 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 Alphacan Omniplast GmbH filed Critical Alphacan Omniplast GmbH
Publication of EP0931884A2 publication Critical patent/EP0931884A2/fr
Publication of EP0931884A3 publication Critical patent/EP0931884A3/fr
Application granted granted Critical
Publication of EP0931884B1 publication Critical patent/EP0931884B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0401—Gullies for use in roads or pavements
    • E03F5/0405—Gullies for use in roads or pavements with an odour seal
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F2005/0412—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
    • E03F2005/0413—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for height adjustment
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F2005/0412—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
    • E03F2005/0414—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for inclination adjustment
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F2005/0416—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with an odour seal

Definitions

  • the invention relates to a street gully with a base body, the mud space or has a floor drain and a sludge bucket, as well as with a Support ring on which an attachment can be arranged.
  • the street gullies have a concrete part designed as a container with an outlet pipe arranged at a certain height above the floor of the street gully.
  • the street gullies can also be provided with a floor and an outlet pipe arranged in the floor area.
  • a sludge bucket is arranged in the street drain.
  • These street gullies have in common that a support ring rests on the main body of the street gully. An attachment is placed on the support ring. The support ring absorbs the force or the load that acts on the attachment from above or directly on the support ring and transfers the load to the basic body of the street gully.
  • street gullies have the disadvantage that they are very difficult to handle during assembly, since they have a very high weight.
  • the large dead weight also interferes with transportation from the manufacturer to the company that assembles the street gullies and from the company that assembles the street gullies to the final location of the street gully.
  • street gullies are known which are formed in one piece from plastic.
  • the street drain known according to this document has the outlet pipe in the upper third of the main body of the street drain.
  • a guide surface is arranged in front of the outlet pipe, which extends into the area of the highest water level in the street gully. This training is intended to avoid odors from the street gully.
  • EP 0 386 696 A1 discloses a heavy-duty floor or street drain with a top frame that is flush with the floor level of a street surface, into which a grating can be inserted, and a base body made of plastic, which either has a mud space or a floor-side drain and a sludge bucket is known.
  • the floor or street drain consists of several assemblies, including a plastic add-on shaft, which is held in the add-on frame and has a fold with a transverse support web into which the grating is inserted.
  • DE 26 24 706 A discloses a cellar or rain drain which consists of a collecting container, an intermediate piece connected to it and a top piece which is displaceable in height in the intermediate piece. At its upper end, the attachment piece has an L-shaped widened edge into which a cover is inserted, which has a connecting pipe for a gutter to be connected. From DE 87 06 377 U an inlet for civil engineering and building construction areas is known, which is adjustable both in height and in the angle of inclination and enables a transition to different cross-sectional shapes.
  • a boar drain box (DE 599 834 C) is known, with a manual shut-off valve and an automatic backflow valve, which rests on a connecting pipe designed as an odor trap, the manual shut-off valve being arranged locally away from the backflow valve flap above the inlet opening of the connecting pipe.
  • the technical problem underlying the invention is one Specify road drain that is simple in construction and in the Handling is also easy.
  • the main body of the street gully is made of plastic, it has a low weight.
  • the support ring is arranged in the ground and / or concrete independently of the main body of the street gully, such that the support ring at least partially encloses the upper area of the street gully without pressure.
  • the support ring absorbs the entire force acting on the support ring from above (road traffic loads, weights of the frames and gratings) and transmits it to the concrete and the floor in which the support ring is preferably arranged.
  • the main body of the street inlet is no longer exposed to any load.
  • the base body of the street inlet can be simple.
  • the structure of the main body of the street gully is only tied to the condition that the main body is self-supporting in the ground, which means that no vertical loads or no traffic loads acting directly from above act on the main body.
  • the support ring is preferably arranged in such a way that it surrounds the upper region of the street gully without pressure.
  • the inner diameter of the support ring is larger than the outer diameter of the base body.
  • the support ring is designed in several parts according to the invention. A preferred embodiment is the two-part design.
  • the support ring is made of concrete, this will make handling easier. On the one hand, only the individual parts of the support ring have to be transported. On the other hand, the parts of the support ring are arranged individually around the base body, which is easier than placing a one-piece support ring.
  • the support ring is advantageously reinforced with iron, steel and / or plastic fibers. As a result, the support ring has greater stability and thus greater resistance to breakage.
  • the support ring can advantageously also consist of plastic.
  • the ends of the parts of the support ring are designed such that the parts of the support ring can be positioned relative to one another in such a way that the parts of the support ring form an upper plane on which the attachment or the grate lies flat.
  • the ends are advantageously stepped or with dovetail-shaped and / or groove-shaped ends.
  • the base body is advantageously formed in one piece from plastic. This is useful for a simplified manufacturing process.
  • the base body can also be designed to be height-adjustable.
  • an extension piece which is tubular in shape, is arranged in the upper region of the base body.
  • the extension piece advantageously engages in the upper area of the base body.
  • it is also possible for the tubular extension piece to overlap the upper region of the base body.
  • at least one sleeve seal is provided between the pipe and the base body.
  • the base body has an articulated outlet pipe piece.
  • This has the advantage that the connection between the base body and a connecting pipe lying in the ground can be made simply by placing the outlet pipe piece over the articulated bearing in such a way that it points in the direction of the connecting pipe. The pipe sections can then simply be put together. No further aids are required for connecting the base body and a connecting pipe.
  • the base body consists of plastic. Construction materials for the base body are polymers, polycondensates or polyadducts.
  • Polyethylene PE 32, PE 40, PE 63, PE 80 or PE 100
  • polypropylene PP-HI, PP-B, PP-R
  • polybutene PB
  • polyvinyl chloride plasticizer-free
  • PVC-U PVC-C
  • ABS acrylonitrile budadiene styrene
  • ASA acrylonitrile styrene acrylic ester
  • styrene copolymers linear polyesters, polycarbonates, unsaturated polyesters, epoxy resins, cross-linked Polyester, linear polyurethane, cross-linked polyurethane, polystyrene).
  • the base body consisting of the construction materials mentioned above advantageously has reinforcing materials such as minerals, chalk, talc, glass fibers, metallic fibers, plastic fibers or the like. As a result, higher material characteristics are achieved, so that the base body has a higher stability and thus a higher pressure resistance.
  • the street drain has an odor trap.
  • the odor trap is located on the drain pipe.
  • the drain pipe which is basically arranged obliquely downwards, makes an arc upwards and a further curve downwards, such that the final direction of the drain pipe is arranged at least approximately parallel to the direction of the drain pipe of the street gully.
  • the outflowing water collects in the arcuate design of the drain pipe and remains there, so that odors rising from the sewer through the drain pipe cannot pass through the water collected in the bend. Further details of the invention can be found in the subclaims.
  • FIG. 1 shows a street gully 1 according to the invention with a support ring 2.
  • the street gully 1 is arranged between a curb 3 and a street surface 4 in a drainage channel 5.
  • Fig. 2 shows the street gully 1, which is arranged in the sub-concrete 6,7.
  • the street gully 1 is fixed in the ground 8.
  • the street gully 1 has a bucket 9 for collecting mud or the like.
  • a drain pipe 10 is provided, which is connected via an intermediate piece 11 to a drain pipe 12 lying in the ground 8.
  • the curb 3 is arranged in the sub-concrete 7.
  • the support ring 2 is arranged in the sub-concrete 6 and 7 such that the support ring 2 encloses an upper region 13 of the street gully 1.
  • the support ring 2 is completely supported by the sub-concrete 6, 7.
  • a frame 14 made of cast iron is provided for a cover.
  • a grate 15 is provided above the street gully 1. Because the support ring 2 is arranged in the sub-concrete 6, 7, the base body 16 of the street gully 1 no longer has a supporting function. For this reason, the base body 16 is made of plastic.
  • a joint 22 is provided between the frame 14 and the highboard 3. This joint is slurried like the gutter 5.
  • the bucket 9 is loosely or releasably attached to projections 23, 24 of the frame 14.
  • FIG. 3 shows the street gully 1 with the base body 16 and the drain pipe 10.
  • Four pipe pieces 32, 39, 40, 41 with sleeves 33, 35 are arranged in an arc shape on the drain pipe 10, each at 45 °.
  • the angles of the pipe sections 32, 39, 40, 41 are preferably 45 °. However, it is also possible, for example, to make bends of 67.5 ° or 90 °. It is also possible to use fewer or more pipe sections instead of four pipe sections. Due to the arcuate design of the pipes 32, 39, 40, 41, water with an upper water line 36 remains in the pipe sections 32, 39, 40, 41.
  • the base body 16 of the street gully 1 is constructed in several parts.
  • the base body 16 has a wall 17 and a bottom 18.
  • the base body 16 is formed in one piece. This makes the production of the base body even easier.
  • Fig. 6 shows the support ring 2, which consists of two parts 19, 20. According to FIG. 7, the parts 19, 20 form an upper surface 21.
  • the parts 19, 20 engage in a step-like manner, so that a support ring 2 is formed with a uniform surface 21, in which the parts 19, 20 are firmly assigned to one another.
  • FIG. 9 shows the drain pipe 10 with an outlet pipe section 27.
  • the outlet pipe section 27 has a collar 28.
  • the drain pipe 10 has a double-walled design with walls 29, 30 in the area of the outlet pipe piece 27.
  • the collar 28 is arranged in a recess 31 which lies between the walls 29, 30.
  • the outlet pipe piece 27 is movable in the direction of arrow A and perpendicular to the plane of the drawing.
  • the pipe section 27 can be rotated in this way in the direction necessary for connection to a drain pipe (not shown).
  • 10 shows an outlet pipe piece 42 which is arranged by means of a ball joint 43 on an outlet pipe 44 of the base body 16 (not shown).
  • the outlet pipe 44 can be pivoted to the central axis B of the outlet pipe piece 42 by up to an angle ⁇ . Since it is a ball joint 43, swivel directions with a component perpendicular to the plane of the drawing are also possible.
  • 11 shows a further embodiment for the angular adjustability of an outlet pipe piece 45 to an outlet pipe 46 arranged in the base body 16 (not shown).
  • the outlet pipe section 45 and the outlet pipe 46 are detachably connected to one another by means of a clamping ring 47.
  • a seal 48 is provided between the outlet pipe section 45 and the outlet pipe 46. If the clamping ring 47 is released, the outlet pipe 46 can be rotated relative to the outlet pipe section 45, up to the position shown in dashed lines.
  • An adjustable angle ⁇ can be set between 0 ° and 87 ° 30 °.

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Road Paving Structures (AREA)
  • Sewage (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Thin Film Transistor (AREA)
  • Junction Field-Effect Transistors (AREA)

Claims (19)

  1. Avaloir de chaussée (1) muni d'un cadre de rehausse (14) disposé au ras du niveau d'une chaussée dans lequel une grille (15) peut être insérée, d'une bague de support (2) réalisée au moins en deux parties, disposée en dessous du cadre de rehausse (14) dans le sol et/ou le béton (6, 7, 8) et supportant le cadre de support (14), et d'un corps de base (16) se composant de matière plastique et présentant une chambre à sédiments ou un siphon de sol (10,11,12) et un panier à sédiments (9), le corps de base (16) et la bague de support (2) étant disposés dans le sol et/ou le béton (6, 7 ,8) indépendamment l'un de l'autre de sorte que la bague de support (2) entoure la partie supérieure (13) du corps de base (16) sans exercer de pression.
  2. Avaloir de chaussée selon la revendication 1, caractérisé en ce que le diamètre intérieur de la bague de support (2) est supérieur au diamètre extérieur du corps de base (16).
  3. Avaloir de chaussée selon l'une quelconque des revendications 1 ou 2, caractérisé en ce que la bague de support (2) est réalisée en bague de support (2) renforcée par des fibres de fer, d'acier et/ou de plastique.
  4. Avaloir de chaussée selon la revendication 1, caractérisé en ce que les extrémités d'au moins deux segments de cercle (19, 20) de la bague de support (2) sont réalisés en extrémités mordant l'une dans l'autre.
  5. Avaloir de chaussée selon la revendication 4, caractérisé en ce que les extrémités d'au moins deux segments de cercle (19, 20) de la bague de support (2) mordent l'une dans l'autre à l'aide de leur configuration en forme d'escalier, de queue d'aronde et/ou de rainure.
  6. Avaloir de chaussée selon l'une quelconque des revendications 1 à 5, caractérisé en ce que le corps de base (16) est formé d'une seule pièce de matière plastique.
  7. Avaloir de chaussée selon l'une quelconque des revendications 1 à 6, caractérisé en ce que le corps de base (16) présente une configuration réglable en hauteur de sorte qu'un tuyau (25) dont le diamètre extérieur correspond au moins approximativement au diamètre intérieur du corps de base (16) mord à l'intérieur de la partie supérieure (13) du corps de base (16).
  8. Avaloir de chaussée selon l'une quelconque des revendications 1 à 7, caractérisé en ce que le corps de base (16) présente une configuration réglable en hauteur de sorte qu'un tuyau (25) mord sur la partie supérieure (13) du corps de base (16), le diamètre intérieur du tuyau (25) correspondant au moins approximativement au diamètre extérieur du corps de base (16).
  9. Avaloir de chaussée selon la revendication 7 ou 8, caractérisé en ce qu'au moins une garniture d'étanchéité pour manchon (26) est prévue entre le tuyau (25) et le corps de base (16).
  10. Avaloir de chaussée selon l'une quelconque des revendications 1 à 9, caractérisé en ce que le corps de base (16) présente un tronçon de tuyau d'écoulement (27) articulé.
  11. Avaloir de chaussée selon l'une quelconque des revendications 1 à 10, caractérisé en ce que le corps de base (16) présente une configuration à double paroi dans le domaine du tronçon de tuyau d'écoulement (27), et qu'une collerette (28) du tronçon de tuyau d'écoulement (27) est disposée au moins partiellement entre la double paroi (29).
  12. Avaloir de chaussée selon l'une quelconque des revendications 1 à 11, caractérisé en ce que le corps de base (16) de l'avaloir de chaussée (1) se compose de matière plastique formée de polymérisats, de polycondensats et/ou de polymères d'addition.
  13. Avaloir de chaussée selon l'une quelconque des revendications 1 à 12, caractérisé en ce que le corps de base (16) de l'avaloir de chaussée (1) se compose de polyéthylène 32, polyéthylène 40, polyéthylène 63, polyéthylène 80, polyéthylène 100, de polypropylène (PP-H, PP-B, PP-R), de polybutène, de polychlorure de vinyle non plastifié (PVC-U, PVC-C, PVC HI 1, PVC-HI 2, PVC-U-K), d'acrylonitrile-butadiène-styrène (ABS), d'acrylonitrile-styrène-acrylester (ASA) ou de copolymérisats de styrène (polyesters linéaires, polycarbonates, polyesters insaturés, résines époxy, polyesters réticulés, polyuréthanes linéaires, polyuréthanes réticulés, polystyrènes).
  14. Avaloir de chaussée selon la revendication 12 ou 13, caractérisé en ce que le corps de base (16) comprend des matières de renforcement, tels les minéraux, la craie, le talc, les fibres de verre, les fibres de métal et/ou les fibres de matière plastique.
  15. Avaloir de chaussée selon l'une quelconque des revendications 1 à 14, caractérisé en ce que la bague de support (2) se compose de matière plastique.
  16. Avaloir de chaussée selon la revendication 15, caractérisé en ce que la bague de support (2) se compose de matière plastique renforcée, de polyester ou de matière thermoplastique.
  17. Avaloir de chaussée selon l'une quelconque des revendications 1 à 16, caractérisé en ce que le tronçon de tuyau d'écoulement (42) est disposé, au moyen d'une pièce préformée à ajustage angulaire, sur le corps de base (16) ou sur un tuyau d'écoulement (44) du corps de base (16).
  18. Avaloir de chaussée selon la revendication 17, caractérisé en ce que le tronçon de tuyau d'écoulement (42) est disposé, au moyen d'une articulation sphérique (43), sur le corps de base (16) ou sur un tuyau d'écoulement (44) du corps de base (16).
  19. Avaloir de chaussée selon l'une quelconque des revendications 1 à 18, caractérisé en ce que l'avaloir de chaussée (1) présente un siphon anti-odeurs dans le domaine du tronçon de tuyau d'écoulement (27).
EP99101278A 1998-01-26 1999-01-25 Bouche d'égout Expired - Lifetime EP0931884B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19802757 1998-01-26
DE19802757A DE19802757C2 (de) 1998-01-26 1998-01-26 Straßenablauf

Publications (3)

Publication Number Publication Date
EP0931884A2 EP0931884A2 (fr) 1999-07-28
EP0931884A3 EP0931884A3 (fr) 1999-12-08
EP0931884B1 true EP0931884B1 (fr) 2004-06-16

Family

ID=7855631

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99101278A Expired - Lifetime EP0931884B1 (fr) 1998-01-26 1999-01-25 Bouche d'égout

Country Status (3)

Country Link
EP (1) EP0931884B1 (fr)
AT (1) ATE269457T1 (fr)
DE (2) DE19802757C2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010037342A1 (de) 2010-09-06 2012-03-08 Aco Severin Ahlmann Gmbh & Co. Kg Ablaufeinrichtung und Verfahren zum Einbau einer Ablaufeinrichtung

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1243812B1 (fr) 2001-03-19 2005-06-29 Van Doorne's Transmissie B.V. Courroie à éléments poussants et matériau pour celle-ci
DE20118153U1 (de) 2001-10-29 2002-01-31 Fritz Luhn GmbH & Co., 10589 Berlin Verbindungselement für einen Strassenablauf
FR2882069B1 (fr) 2005-02-11 2007-04-06 Nicoll Raccords Plastiques Bac a sable pour caniveaux
DE102007033824B4 (de) 2007-07-18 2010-12-02 Trauthwein Entwässerungs- und Abscheidetechnik Industrievertretungen GmbH Straßen- und Brückenentwässerungssystem und Vorrichtung zum Einbau des Systems
DE102007051189B4 (de) * 2007-09-26 2014-12-31 Aco Severin Ahlmann Gmbh & Co. Kg Ablaufeinrichtung
AT513567A1 (de) * 2012-11-02 2014-05-15 Burtscher Mario Fridolin Gerinne zur Abfuhr von Oberflächenwässern
DE202013105702U1 (de) * 2013-12-16 2015-03-17 Rehau Ag + Co Straßenablauf
CN105714643B (zh) * 2016-01-29 2018-07-06 浙江省交通规划设计研究院 路面排水带
AT17041U1 (de) * 2020-01-14 2021-03-15 Andreas Kammersberger Ablaufeinrichtung, insbesondere ablauftasse oder tülle
DE202021102637U1 (de) * 2020-05-14 2021-08-03 Funke Kunststoffe Gmbh Ausgleichsplatte, und Oberteil eines Straßenablaufs

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE599834C (de) * 1934-07-10 Otto Herberger Kellersinkkasten mit Rueckstauventilen
DE2401899A1 (de) * 1974-01-16 1975-07-24 Horst Manfred Schierling Dachgully
DE2624706A1 (de) * 1976-06-02 1977-12-15 Bernhard Kessel Keller- oder regenablauf
DE2811392A1 (de) * 1978-03-16 1979-09-20 Fritz Birnbraeuer Baustoffwerk Geruchsverschluss fuer sinkkasten
GB8425300D0 (en) * 1984-10-06 1984-11-14 Tennant & Co Ltd Charles Road gullies
DE8706377U1 (de) * 1987-05-05 1987-09-24 Hoos, Hubert, Dipl.-Ing.(FH), 8000 München Einlauf für Tief- und Hochbaubereiche
DE3907273A1 (de) * 1989-03-07 1990-09-20 Bernhard Kessel Hochbeanspruchbarer bodenablauf
DE4013775A1 (de) * 1990-04-28 1991-11-07 Dallmer Gmbh & Co Ablaufarmatur fuer einen fliesenfussboden
DE19623869A1 (de) * 1996-01-05 1997-07-10 Hartwig Langenberg Schmutzwassereinlauf

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010037342A1 (de) 2010-09-06 2012-03-08 Aco Severin Ahlmann Gmbh & Co. Kg Ablaufeinrichtung und Verfahren zum Einbau einer Ablaufeinrichtung
DE102010037342B4 (de) * 2010-09-06 2015-04-02 Aco Severin Ahlmann Gmbh & Co. Kg Ablaufeinrichtung und Verfahren zum Einbau einer Ablaufeinrichtung

Also Published As

Publication number Publication date
DE19802757C2 (de) 2003-09-25
ATE269457T1 (de) 2004-07-15
DE59909707D1 (de) 2004-07-22
EP0931884A2 (fr) 1999-07-28
DE19802757A1 (de) 1999-08-19
EP0931884A3 (fr) 1999-12-08

Similar Documents

Publication Publication Date Title
EP0931884B1 (fr) Bouche d'égout
EP1674629A2 (fr) Dispositif d'écoulement pour montage à une plaque de plancher avec une ouverture pour eau d'écoulement et ensemble d'un tel dispositif d'écoulement à une plaque de plancher
WO2007033949A1 (fr) Element de socle de douche realise en mousse dure
DE102005036576B4 (de) Ablaufvorrichtung für die Anordnung an einer Bodenplatte mit einer Öffung für Abwasser
DE102009013066A1 (de) Bausatz für eine Verbindung eines Inspektions-Schachtes mit einer Abfluss-Leitung
EP1849924B1 (fr) Drain à fente
DE602004007445T2 (de) Bodenablauf
DE102009031844A1 (de) Ablaufvorrichtung
EP1674628A1 (fr) Dispositif d'écoulement.
DE19834317C2 (de) Verfahren zur Sanierung der Sohle von Abwässerschächten
DE29801191U1 (de) Straßenablauf
EP2221420A2 (fr) Dispositif d'écoulement
EP0767278B1 (fr) Système de caniveau pour l'infiltration d'eau
EP0386696A1 (fr) Siphon de sol à usage intensif
EP2844805B1 (fr) Partie inférieure de boîte
DE29713252U1 (de) Systemschacht
DE102006038664B4 (de) Schacht-Unterteil
DE2447912A1 (de) Abortbecken aus kunststoff
DE2759539C2 (de) Bodenablauf
EP1762289A2 (fr) Dispositif de sédimentation
DE9407435U1 (de) Rohrverbindungssystem
DE3416425C1 (de) Ablaufkrümmer zum Anschluß eines Regenwasserfallrohres an ein Abwasserrohr od. dgl.
DE202012101645U1 (de) Schachtunterteil
DE10315559A1 (de) Verfahren und Vorrichtung zum Sanieren einer Schachtanlage
DE202006004687U1 (de) Ablaufvorrichtung

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 CH DE DK ES FI GB LI LU PT SE

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: 20000520

AKX Designation fees paid

Free format text: AT CH DE DK ES FI GB LI LU PT SE

AXX Extension fees paid

Free format text: LT PAYMENT 20000520;LV PAYMENT 20000520;RO PAYMENT 20000520;SI PAYMENT 20000520

17Q First examination report despatched

Effective date: 20021230

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT CH DE DK ES FI GB LI LU PT SE

AX Request for extension of the european patent

Extension state: LT LV RO SI

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20040616

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20040616

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

REF Corresponds to:

Ref document number: 59909707

Country of ref document: DE

Date of ref document: 20040722

Kind code of ref document: P

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20040916

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20040916

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20040927

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20040616

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20040616

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050125

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: 20050131

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050131

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050131

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: 20050317

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20051220

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20070801

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20041116