EP0344423B1 - Caniveau, en particulier caniveau d'écoulement des eaux - Google Patents

Caniveau, en particulier caniveau d'écoulement des eaux Download PDF

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Publication number
EP0344423B1
EP0344423B1 EP89105339A EP89105339A EP0344423B1 EP 0344423 B1 EP0344423 B1 EP 0344423B1 EP 89105339 A EP89105339 A EP 89105339A EP 89105339 A EP89105339 A EP 89105339A EP 0344423 B1 EP0344423 B1 EP 0344423B1
Authority
EP
European Patent Office
Prior art keywords
channel
gutter
recess
anchorage part
channel according
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
EP89105339A
Other languages
German (de)
English (en)
Other versions
EP0344423A1 (fr
Inventor
Siegfried Wehnert
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
Priority to AT89105339T priority Critical patent/ATE65094T1/de
Publication of EP0344423A1 publication Critical patent/EP0344423A1/fr
Application granted granted Critical
Publication of EP0344423B1 publication Critical patent/EP0344423B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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, in particular a drainage channel, in which a channel body forms a channel channel and is provided with a releasable channel cover, the channel body having recesses for inserting at least one laterally projecting anchoring part.
  • the prior art includes a drainage channel with a channel body formed from concrete, this channel body as described in DE-U-7 122 579 for better anchoring in the in-situ cast concrete has projections and recesses on the side wall surfaces.
  • Cantilevered projections of the channel body interfere with transport and storage, they are bulky during installation and in many cases are superfluous with less installation stress.
  • anchoring dowels are described, which are inserted into preformed recesses in the side wall surfaces of the channel body.
  • Such anchoring dowels are unwieldy to install and also hinder the free channel channel.
  • Recesses for receiving hook-shaped carrying handles for transporting such channel bodies are also through FR-A 2 088 046 is known. These are non-continuous formations in the side wall surfaces of the channel body.
  • the invention is based on the task of designing a channel of the type specified at the outset in such a way that a safe anchoring of the channel body in in-situ concrete can be achieved with simple handling.
  • This object is achieved in that in the bottom region of the channel body below the channel channel there is at least one recess transverse to the longitudinal direction of the channel body between the outer side wall surfaces for inserting at least one laterally projecting anchoring part.
  • the drainage channel can be securely locked in the in-situ concrete bed without additional anchoring parts.
  • the smooth design of the vertical side wall outer surfaces is retained, and the rod-shaped or angular anchoring parts can be used in a corresponding number if required.
  • Such recesses can preferably be made in channel bodies made of pourable material, in particular concrete, glass fiber reinforced concrete, synthetic resin concrete, plastic or the like.
  • tabs with hole cutouts can advantageously be provided in connection with the channel body for receiving one-sided or transversely insertable anchoring parts.
  • the anchoring part has a stop that determines the insertion depth in the continuous recess.
  • a stop that determines the insertion depth in the continuous recess.
  • an attached perforated disk or a diameter shoulder in the case of rod-shaped anchoring parts can be provided as such a stop.
  • the anchoring part can expediently be locked in the continuous recess in the longitudinal direction, ie it can be secured against undesired displacement. This defines a defined overhang.
  • the locking can be done in different ways, in particular by the fact that the anchoring part is provided on its rod-shaped insertion section with positive locking elements.
  • the insertion section can expediently be enclosed with a plastic sleeve, which has elastic locking teeth on its outside, which are bent back in the feed direction when the anchoring part is inserted, and which hold the anchoring part in motion in the opposite direction.
  • a plastic sleeve which has elastic locking teeth on its outside, which are bent back in the feed direction when the anchoring part is inserted, and which hold the anchoring part in motion in the opposite direction.
  • Another possible embodiment of the locking of the anchoring part can consist, for example, in the use of threaded sleeves with an adapted threaded section on the rod-shaped anchoring part.
  • a drainage channel 1 is embedded in an in-situ concrete bed 8, which is pulled up in a wedge shape on the outer side wall surfaces of the drainage channel and is firmly connected to it.
  • the drainage channel 1 is made of concrete, possibly with reinforcement by embedded fibers, and is provided with a steel edge protection 2 made of angular profile parts.
  • a grid-shaped channel cover 3 is held by screw fasteners 4.
  • a recess 14 is provided which is continuous between the two outer side wall surfaces.
  • This molded-in recess 14 is formed by an empty tube 6, which is transverse to the longitudinal direction, made of plastic or other material, into which a steel rod 7 is inserted as an anchoring part, if required. The steel rod 7 is inserted directly during the laying process.
  • the length of the steel rod 7 and the number of rods lying one behind the other is arbitrary; it can also be bent at its ends as shown.
  • the in-situ concrete bed 8 lies in a corresponding formation 9, and the pavement consists of layers arranged in a known manner, namely a base layer 10, a binding layer 11 and a surface covering made of asphalt concrete 12.
  • FIG. 2 shows a rod-shaped anchoring part 15 which is locked in the continuous recess 14 and which in the continuous embodiment has a one-sided stop in the form of a perforated disk 16.
  • the insertion section is covered with a plastic sleeve 17, which has elastic locking teeth 18 on its outside.
  • the remaining individual parts of the drainage channel correspond to the embodiment according to FIG. 1.
  • FIG. 3 describes in the detail from FIG. 2 two rod-shaped anchoring parts 19, 20, each of which has perforated disk-shaped limit stops 21, 22 at the end of the insertion section.
  • the insertion section of each of the one-sided, rod-shaped anchoring parts 19, 20 is enclosed with a plastic sleeve 23, 24, which has elastic locking teeth 25, 26 on its outside.
  • Another, possibly expedient embodiment can provide that corresponding locking elements, for example locking teeth, on the inside of the embedded empty tube 6 are provided. This allows existing and prepared steel bars to be inserted as anchoring parts on the construction site.
  • the drainage channel is expediently supplied as a complete kit together with a corresponding number of one-sided and / or continuous anchoring parts.
  • the drainage channel is generally used as a component of a corresponding drainage channel, with several drainage channels being assembled in the desired channel direction.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Road Paving Structures (AREA)
  • Jet Pumps And Other Pumps (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Treatment Of Water By Ion Exchange (AREA)

Claims (10)

1. Caniveau, en particulier caniveau d'écoulement des eaux dans lequel un corps de caniveau (5) forme un canal de caniveau et est muni d'un recouvrement de caniveau (3) amovible, le corps de caniveau présentant des évidements (14) pour la mise en place d'au moins un élément d'ancrage (7; 15; 19, 20) dépassant latéralement, caractérisé en ce que, dans la région de la semelle du corps de caniveau (5), au moins un évidement (14) continu s'étendant transversalement à la direction longitudinale du corps de caniveau (5) entre les surfaces extérieures des parois latérales et destiné à la mise en place d'au moins un élément d'ancrage (7; 15; 19, 20) dépassant latéralement, est disposé en dessous du canal de caniveau (13).
2. Caniveau selon la revendication 1, caractérisé en ce que le corps de caniveau (5) est conformé à partir d'un matériau coulable et présente au moins un évidement (14) intégré.
3. Caniveau selon la revendication 2, caractérisé en ce qu'un tube vide (6) est intégré pour la réception de l'élément d'ancrage (7) en saillie.
4. Caniveau selon la revendication 3, caractérisé en ce que le tube vide (6) est réalisé en matière plastique.
5. Caniveau selon la revendication 1, caractérisé en ce que pour chaque mètre courant de longueur du caniveau d'écoulement des eaux (1) sont prévus au moins deux évidements (14) pour la mise en place d'éléments d'ancrage (7; 15; 19, 20).
6. Caniveau selon la revendication 1, caractérisé en ce que l'évidement (14) est conformé pour la mise en place d'au moins un élément d'ancrage (7; 15; 19, 20) en forme de barre.
7. Caniveau selon la revendication 1, caractérisé en ce que l'élément d'ancrage (15; 19, 20) comporte une butée (16; 21, 22) qui détermine la profondeur d'emmanchement dans l'évidement (14) continu.
8. Caniveau selon la revendication 1, caractérisé en ce que l'élément d'ancrage (15; 19, 20) peut être bloqué dans l'évidement (14) continu.
9. Caniveau selon la revendication 1, caractérisé en ce que l'élément d'ancrage (15; 19, 20) comprend une section d'emmanchement en forme de barre avec des éléments d'arrêt (18; 25, 26) à engagement positif.
10. Caniveau selon la revendication 9, caractérisé en ce que la section d'emmanchement est entourée d'une gaine de matière plastique (17; 23, 24) dont la face extérieure est munie de dents d'arrêt (18; 25, 26) élastiques.
EP89105339A 1988-05-28 1989-03-25 Caniveau, en particulier caniveau d'écoulement des eaux Expired - Lifetime EP0344423B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89105339T ATE65094T1 (de) 1988-05-28 1989-03-25 Rinne, insbesondere entwaesserungsrinne.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE8807015U DE8807015U1 (fr) 1988-05-28 1988-05-28
DE8807015U 1988-05-28

Publications (2)

Publication Number Publication Date
EP0344423A1 EP0344423A1 (fr) 1989-12-06
EP0344423B1 true EP0344423B1 (fr) 1991-07-10

Family

ID=6824515

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89105339A Expired - Lifetime EP0344423B1 (fr) 1988-05-28 1989-03-25 Caniveau, en particulier caniveau d'écoulement des eaux

Country Status (3)

Country Link
EP (1) EP0344423B1 (fr)
AT (1) ATE65094T1 (fr)
DE (2) DE8807015U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005057692A1 (de) * 2005-12-01 2007-06-06 Mea Meisinger Ag Verankerung für Rinnenelemente

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8807015U1 (fr) * 1988-05-28 1988-07-14 Hauraton Betonwarenfabrik Gmbh & Co Kg, 7550 Rastatt, De
FR2649423B2 (fr) * 1988-07-13 1992-05-29 Prefaest Sa Element de caniveau en beton arme
DE8809408U1 (fr) * 1988-07-23 1988-09-15 Birco Baustoffwerk Gmbh, 7570 Baden-Baden, De
CH683928A5 (fr) * 1989-07-06 1994-06-15 Prefaest Sa Elément de caniveau en béton armé.
DE4105902A1 (de) * 1991-02-26 1992-08-27 Hauraton Betonwaren Rinnenbauteil fuer eine extrem dichte abflussrinne
DE9111962U1 (fr) * 1991-09-25 1991-11-28 Hauraton Betonwarenfabrik Gmbh & Co Kg, 7550 Rastatt, De
DE9114733U1 (fr) * 1991-11-27 1992-01-23 Hauraton Betonwarenfabrik Gmbh & Co Kg, 7550 Rastatt, De
US20080292396A1 (en) 2007-05-01 2008-11-27 Shanley Patrick T Molded sectional curb constructions in combination with paved roadways and method
DE102013104405A1 (de) * 2013-04-30 2014-10-30 Birco Gmbh Entwässerungsrinnensystem
DE202013012216U1 (de) 2013-06-21 2015-09-03 Hauraton Gmbh & Co. Kg Entwässerungsrinne
EP2816163A1 (fr) 2013-06-21 2014-12-24 Hauraton GmbH & Co. KG Caniveau de drainage
EP2896746B1 (fr) 2014-01-16 2016-04-27 HAURATON GmbH & Co. KG Système de drainage
CN111778845A (zh) * 2020-06-12 2020-10-16 山东省交通科学研究院 桥面铺装综合防排导水方法
CN112853862B (zh) * 2021-01-13 2022-04-26 杜文瑞 高速公路路面边缘排水槽
CN113403907A (zh) * 2021-06-24 2021-09-17 成都高速公路建设开发有限公司 一种截水沟、排水体系以及截水沟的制作方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7122579U (de) * 1972-01-27 Hauger & Jaegel Gmbh Ablaufrinne n zur Oberflachenent Wässerung fur Schwerlastverkehr
DE7301402U (de) * 1973-05-24 Hauger & Jaegel Gmbh Oberflachenentwasserungsnnne mit Ver ankerungsnuten
DE1216343B (de) * 1958-01-13 1966-05-12 Antoinette Marie Renault Geb R Bordstein
FR2088046A1 (fr) * 1970-05-12 1972-01-07 Cayssol Max
CH621593A5 (en) * 1977-10-13 1981-02-13 Polybau Elemente Ag Drainage channel
DE8807015U1 (fr) * 1988-05-28 1988-07-14 Hauraton Betonwarenfabrik Gmbh & Co Kg, 7550 Rastatt, De

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005057692A1 (de) * 2005-12-01 2007-06-06 Mea Meisinger Ag Verankerung für Rinnenelemente

Also Published As

Publication number Publication date
DE58900165D1 (de) 1991-08-14
ATE65094T1 (de) 1991-07-15
DE8807015U1 (fr) 1988-07-14
EP0344423A1 (fr) 1989-12-06

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