EP0534312A1 - Elément de construction pour caniveaux - Google Patents

Elément de construction pour caniveaux Download PDF

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Publication number
EP0534312A1
EP0534312A1 EP92115895A EP92115895A EP0534312A1 EP 0534312 A1 EP0534312 A1 EP 0534312A1 EP 92115895 A EP92115895 A EP 92115895A EP 92115895 A EP92115895 A EP 92115895A EP 0534312 A1 EP0534312 A1 EP 0534312A1
Authority
EP
European Patent Office
Prior art keywords
channel
component according
wall parts
side wall
gutter
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.)
Withdrawn
Application number
EP92115895A
Other languages
German (de)
English (en)
Inventor
Klaus Werner
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.)
Hauraton Betonwarenfabrik GmbH and Co KG
Original Assignee
Hauraton Betonwarenfabrik GmbH and Co KG
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 Hauraton Betonwarenfabrik GmbH and Co KG filed Critical Hauraton Betonwarenfabrik GmbH and Co KG
Publication of EP0534312A1 publication Critical patent/EP0534312A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks

Definitions

  • the invention relates to a channel component for drainage channels in heavy traffic areas, in which a channel body with vertical side wall parts forms the channel channel, which is provided with a releasable channel cover which is inserted in frames firmly anchored in the area of the upper edges of the side wall parts.
  • a gutter stone is known from DE-GM 1 700 608, which is intended for draining surface water on unpaved, lightly and moderately paved paths with a gradient, in particular for field and forest paths.
  • the wall thickness of the side wall parts rounded towards the channel recess is one and a half times the clear width of the channel recess.
  • the prior art also includes a gutter component for surface drainage for heavy goods traffic according to DE-GM 7 122 579.
  • This gutter component consisting of a concrete lower part and a frame made of cast iron forming the frames firmly anchored in the side wall parts, does not, however, have a completely adequate lateral stability and must therefore be installed in the in-situ concrete runner.
  • the invention is based on the task of designing a gutter component for modern heavy goods traffic to be dimensionally stable in such a way that an on-site concrete runner provided by the customer becomes superfluous.
  • both side wall parts of the channel body have, at least in sections, a wall thickness that is greater than 80% of the clear width of the channel channel and are designed to be stable in terms of side and side shear by embedded reinforcement elements lying in the longitudinal direction and in transverse planes of the channel body .
  • the metallic reinforcement which generally consists of steel, a lateral shear stability is achieved which enables the gutter components to be installed directly in the base layer.
  • “Clear width of the channel channel” is to be understood to mean the horizontal distance between the side wall surfaces of the channel channel at the point of its greatest width below the support of the frames.
  • the concrete used for the channel component is of high quality and consists at least of a concrete of quality B 45 according to the German DIN standard 19580 or of another high quality material, advantageously synthetic resin or fiber concrete.
  • the reinforcement elements can expediently form a U-shaped reinforcement trough.
  • a correspondingly bent structural steel mat can advantageously be used.
  • An expedient development can consist in the fact that the reinforcement trough is designed with a U-shaped bent down upper edge parts.
  • anchors which connect the frames, which are generally also made of steel as angle profiles, to the side wall parts, these anchors can be used as additional reinforcement elements.
  • the channel component can have an essentially square cross section.
  • the wall thickness of the side wall parts of the channel body essentially corresponds to the clear width of the channel channel.
  • the gutter body in the area of the upper edges of the side wall parts shoulders extending in the longitudinal direction to attach a composite paving or other surface covering, e.g. of an asphalt surface.
  • This design prevents the road coating, especially the composite paving, from sinking.
  • gutter components of this type can also be produced with a greater length above 3 m, for example with a length of 4 or 5 m, which results in advantages when laying and sealing the butt joints.
  • the gutter components can optionally also be suitably provided with a lining which is impervious to chemical substances (cf. DE 37 33 606 A1).
  • FIG. 1 shows a gutter component with a gutter body 1 of approximately 4 m in length, 0.6 m in width and 0.58 m in height, on the side wall parts 2 of which two angular steel frames 3 are firmly embedded with the aid of anchor parts 4.
  • the anchor parts 4 extend vertically as rod parts 5 in the side wall parts 2 and form additional reinforcement elements.
  • the static reinforcement consists of a U-shaped reinforcement trough, which has vertical steel brackets 6 lying in transverse planes of the channel body 1 and steel rods 7 connected to them in the longitudinal direction.
  • the upper edge parts of the reinforcement trough are bent downwards in a U-shaped cross-section.
  • a grate cover 8 which is solid in accordance with the load conditions, is inserted.
  • the wall thickness of the side wall parts 2 of the channel body 1 corresponds approximately to the clear width of the channel channel 9.
  • a longitudinal sealing joint is formed between passable parts 10 on the upper side of the side wall parts 2 and the outer sides of the frames 3 and is filled with an elastic sealing material 11.
  • the gutter component 1 is installed directly on a cleanliness layer 12 in a support layer 13.
  • a space gap is formed, which is also filled with an elastic sealing material 15.
  • the details not explained in detail correspond to those of FIG. 1.
  • the design of the channel body 1 is different, which in the region of the side wall parts 2 has shoulders 16 which run in the longitudinal direction on the upper side and which directly connect a composite plaster 17 allow a laying mortar layer 18.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
EP92115895A 1991-09-25 1992-09-17 Elément de construction pour caniveaux Withdrawn EP0534312A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9111962U 1991-09-25
DE9111962U DE9111962U1 (de) 1991-09-25 1991-09-25 Rinnenbauteil

Publications (1)

Publication Number Publication Date
EP0534312A1 true EP0534312A1 (fr) 1993-03-31

Family

ID=6871644

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92115895A Withdrawn EP0534312A1 (fr) 1991-09-25 1992-09-17 Elément de construction pour caniveaux

Country Status (2)

Country Link
EP (1) EP0534312A1 (fr)
DE (1) DE9111962U1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2360064C1 (ru) * 2008-02-14 2009-06-27 Олег Романович Дутко Бетонный дождеприемный лоток и закладная деталь для него
RU2363803C1 (ru) * 2008-02-14 2009-08-10 Олег Романович Дутко Бетонный дождеприемный лоток и закладная деталь для него
RU219852U1 (ru) * 2023-05-04 2023-08-11 Максим Александрович Портнов Блок бетонного водоотводного лотка

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
HU3328U (en) * 2007-01-23 2007-08-28 Csomiep Beton Es Melioracios T Trencm crossover
DE102013104405A1 (de) * 2013-04-30 2014-10-30 Birco Gmbh Entwässerungsrinnensystem

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4336906A (en) * 1978-12-20 1982-06-29 A-Betong Ab Arrangement by crossings between roads and railways
DE8800191U1 (de) * 1988-01-11 1988-03-03 Passavant-Werke AG, 6209 Aarbergen Entwässerungsrinne
EP0310902A1 (fr) * 1987-10-05 1989-04-12 HAURATON BETONWARENFABRIK GMBH & CO. KG Elément préfabriqué pour caniveau et caniveau constitué de ces éléments
EP0344423A1 (fr) * 1988-05-28 1989-12-06 HAURATON BETONWARENFABRIK GMBH & CO. KG Caniveau, en particulier caniveau d'écoulement des eaux

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH2276A (fr) * 1890-06-11 1890-09-15 Barclay Southall Brothers Et Uréomètre
DE1700608U (de) * 1954-10-25 1955-06-16 Maria-Veronika Dr Fink Rinnenstein zum ableiten von oberflaechenwasser auf wegen.
DE2538773A1 (de) * 1975-09-01 1977-03-10 Eich Kg Beton Rinne aus beton zur strassenentwaesserung
DE2827743A1 (de) * 1978-06-23 1980-01-10 Retter Hans Einfassung fuer weg- und strassenraender sowie verfahren zur herstellung der einfassung
DE3149552C2 (de) * 1981-12-15 1986-08-21 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Metalleinfassung für Entwässerungsrinnen
DE3713173A1 (de) * 1987-04-17 1988-11-03 Basika Entwaesserungen Gmbh Bodenrinnenprofil fuer eine bodenablaufrinne
FR2634234B1 (fr) * 1988-07-13 1992-02-21 Prefaest Element de caniveau en beton arme, et moule correspondant de prefabrication
CH683928A5 (fr) * 1989-07-06 1994-06-15 Prefaest Sa Elément de caniveau en béton armé.
DE9000569U1 (de) * 1990-01-20 1990-03-01 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Entsorgungsrinne

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4336906A (en) * 1978-12-20 1982-06-29 A-Betong Ab Arrangement by crossings between roads and railways
EP0310902A1 (fr) * 1987-10-05 1989-04-12 HAURATON BETONWARENFABRIK GMBH & CO. KG Elément préfabriqué pour caniveau et caniveau constitué de ces éléments
DE8800191U1 (de) * 1988-01-11 1988-03-03 Passavant-Werke AG, 6209 Aarbergen Entwässerungsrinne
EP0344423A1 (fr) * 1988-05-28 1989-12-06 HAURATON BETONWARENFABRIK GMBH & CO. KG Caniveau, en particulier caniveau d'écoulement des eaux

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2360064C1 (ru) * 2008-02-14 2009-06-27 Олег Романович Дутко Бетонный дождеприемный лоток и закладная деталь для него
RU2363803C1 (ru) * 2008-02-14 2009-08-10 Олег Романович Дутко Бетонный дождеприемный лоток и закладная деталь для него
RU219852U1 (ru) * 2023-05-04 2023-08-11 Максим Александрович Портнов Блок бетонного водоотводного лотка

Also Published As

Publication number Publication date
DE9111962U1 (de) 1991-11-28

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