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WO2003002825A1 - Corps de canal de drainage, constitue en particulier de beton polymere - Google Patents

Corps de canal de drainage, constitue en particulier de beton polymere Download PDF

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Publication number
WO2003002825A1
WO2003002825A1 PCT/EP2002/006982 EP0206982W WO03002825A1 WO 2003002825 A1 WO2003002825 A1 WO 2003002825A1 EP 0206982 W EP0206982 W EP 0206982W WO 03002825 A1 WO03002825 A1 WO 03002825A1
Authority
WO
WIPO (PCT)
Prior art keywords
channel
web
groove
channel body
drainage channel
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.)
Ceased
Application number
PCT/EP2002/006982
Other languages
German (de)
English (en)
Inventor
Gerald Broermann
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to PL359151A priority Critical patent/PL199457B1/pl
Priority to AT02751068T priority patent/ATE430225T1/de
Priority to EP02751068A priority patent/EP1399627B1/fr
Priority to DE50213502T priority patent/DE50213502D1/de
Publication of WO2003002825A1 publication Critical patent/WO2003002825A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E03F3/046—Open sewage channels

Definitions

  • the invention is directed to a drainage channel body, in particular made of polymer concrete, as a box channel or slot channel with a built-in sole slope in the channel inner sole as a sub-element of a drainage system.
  • Such drainage channel bodies are available in different designs, just as an example here are DE-84 35 101-U1, DE-35 15 917-A1, DE-40 07 296-C2, DE-44 36 460-A1 or European patent applications 0 112 287, 0 380 901 or 0 758 038. It is also known to assemble such gutters to form the entire drainage system, the gutter segments or gutter sections being made available to the user with a built-in slope. In order to find the right order here, not only an arrow is introduced into the outer wall in the direction of flow, but also numbers, so that the gutter sections can be assembled in the correct order from a kit, the assembly usually being the highest Numeral begins, which also means the lowest point of the gutter section back to the smallest number, e.g. starting from gutter No. 9 back No. 8 to No. 9, No. 7 to No. 8 etc.
  • a disadvantage of the known solutions is i.a. in the fact that laying the channel elements in a line with changing downward slopes encounters problems, in particular at the middle high-point positions of the line, since channel segments collide there whose end face design cannot be coupled to one another.
  • the object of the invention is to provide an end face design of such gutter sections, which both enables coupling and precise alignment of the gutter sections, but at the same time also avoids pushing together on already applied in-situ concrete or a correspondingly prepared surface, ie, despite alignments, it enables insertion from above.
  • this object is achieved according to the invention in that in one of the two U-legs, in the use position, an essentially perpendicular, outwardly pointing web and in the other U-leg one in the front Position of use essentially vertical groove is provided for engaging the web of a neighboring gutter, the length of the respective groove in the vertical dimension, both upwards and downwards, being greater than the length dimension of the corresponding web.
  • the length of the groove is larger than the web to be used, it is possible to initially lay a new gutter piece above the prepared contact surface, e.g. above the in-situ concrete, bring it up to the already installed piece, push the groove and the tongue together and then lower the channel element, namely guided in the respective groove by engagement of the somewhat shorter tongue, which makes the lowering possible.
  • Embodiments of the invention emerge from the subclaims, it being possible to interchange the arrangement of the web or the groove in the opposite end face of the channel body in such a way that a channel side on one side has a web and on the other side has a groove.
  • Each of the two front ends can have a corresponding half-groove or milling in the region of the inside of the channel, such that when two channel bodies are assembled, an essentially U-shaped groove is created for introducing a sealant.
  • each transition area of the two U-legs to the channel bottom Providing U-web on one of the end faces each have a niche-shaped engagement recess forming a lower contact surface in the direction of gravity and two cams pointing outward and forming a contact surface are formed on the other end-face channel surface, the cams of one channel front side being in the position of use on the contact surface of the Place recesses in the other face.
  • the height of the niche-shaped engagement recess is greater than the extent of the engagement cams in the vertical, in such a way that the insertion and lowering movement, as already described in more detail above, is also made possible here, i.e. the channel body to be newly installed can first be inserted or pushed into the channel body already installed above the support surface and then lowered to its position.
  • the support cams themselves also protrude outwards in niches of the end faces to form predetermined breaking points, ie they can be formed, for example, by a simple opening can be broken off with a hammer and then no longer interfere with the assembly of two identical end faces in the upper or lower channel apex.
  • FIG. 1 is an end view of a channel body according to the invention
  • FIG. 2 shows a section along line II-II in FIG. 1 in the joint area of two adjacent channel bodies
  • 1 generally designates the drainage channel body according to the invention, the complete illustration of a channel body being omitted here, since according to the invention it is essentially a question of the formation of the end faces and of the joint area resulting therefrom when assembled.
  • each end face of the cross-sectionally U-shaped channel body 1, designated by 2 has an outwardly projecting web 3 in a U-leg 2a, and a groove 4 in the other U-leg 2b such that the web 3 and an end face of a channel body pers 1 can engage in the groove 4 of the adjacent gutter body la.
  • the longitudinal extension of the groove 4, in particular upwards, is longer than the longitudinal extension of the web 3, so that it is possible, after laying a gutter body 1, to first face the neighboring gutter body 1 a above the contact surface to couple and then lower, so that the web 3 can engage in the groove 4a of the adjacent body, while the web 3a of the adjacent body can engage in the groove 4 of the already laid channel element and can be lowered therein.
  • 5 to 8 show a modified design of a drainage channel body, here the elements 1 to 4 are designated 11 to 14.
  • niche-shaped engagement recesses 5 are made on one side of the channel body 11, which form a straight support surface 6 oriented towards the floor, while in the other end face from niches 7 to the outside facing cams 8 projecting beyond the contour are provided, which form a downward facing, straight contact surface 9.
  • the above-described lifting movement into the end faces can also be carried out in this embodiment. If the adjacent channel body is first brought up to the front side in a slightly raised position via, for example, in-situ concrete, the cam 8 can engage in the recess 7 at the top. If the channel element is then lowered, the contact surfaces 6 and 9 come into contact, as is indicated in FIG. 9. As can be seen in particular from FIG. 7, an assembly of identical channel bodies at the front, for example at the high point of a channel strand with changing slope direction, is possible without any problems, since the cams 8 projecting beyond the joint surface can be broken off by a hammer impact, for example, the residual stumps, In Fig. 7 at a point designated 8a, then step back so far behind the end face that an assembly is easily possible.
  • each channel body 1 or 11 has on the end face a half-groove 10 or 10a following the contour of the channel, such that when two channel bodies 1 and la are pushed together, a U-shaped full groove results, which is provided with sealing material 15 can be filled in, which is indicated in Fig. 2.
  • the described exemplary embodiments of the invention can be modified in many ways without departing from the basic idea.
  • the position of the niche-shaped engagement recesses or the niches with the cams can be moved closer to the groove 14 or to the web 13 or in such a way that these elements merge into one another and. the like more.

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)
  • Sewage (AREA)
  • Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
  • Tires In General (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

L'objectif de l'invention est de concevoir les faces de chacune des sections d'un corps de canal de drainage, constitué en particulier de béton polymère, de manière à pouvoir les accoupler et les aligner de manière précise. A cet effet, un élément de liaison (3, 13) orienté vers l'extérieur, sensiblement perpendiculaire dans sa position d'utilisation, est ménagé sur la face, dans une des deux branches en U (2a, 12a), et une rainure (4) sensiblement perpendiculaire dans sa position d'utilisation et destinée à entrer en prise avec l'élément de liaison d'un canal adjacent est prévue dans l'autre branche en U (2b, 12b), l'extension longitudinale et perpendiculaire de chaque rainure (4, 14) étant plus grande, tant vers le haut que vers le bas, que l'extension longitudinale de l'élément de liaison correspondant (3, 13).
PCT/EP2002/006982 2001-06-29 2002-06-25 Corps de canal de drainage, constitue en particulier de beton polymere Ceased WO2003002825A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
PL359151A PL199457B1 (pl) 2001-06-29 2002-06-25 Rynnowy element odwadniający, zwłaszcza z betonu polimerowego
AT02751068T ATE430225T1 (de) 2001-06-29 2002-06-25 Drainage-rinnenkörper, insbesondere aus polymerbeton
EP02751068A EP1399627B1 (fr) 2001-06-29 2002-06-25 Corps de canal de drainage, constitue en particulier de beton polymere
DE50213502T DE50213502D1 (de) 2001-06-29 2002-06-25 Drainage-rinnenkörper, insbesondere aus polymerbeton

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20110764.3 2001-06-29
DE20110764U DE20110764U1 (de) 2001-06-29 2001-06-29 Drainage-Rinnenkörper, insbesondere aus Polymerbeton

Publications (1)

Publication Number Publication Date
WO2003002825A1 true WO2003002825A1 (fr) 2003-01-09

Family

ID=7958688

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2002/006982 Ceased WO2003002825A1 (fr) 2001-06-29 2002-06-25 Corps de canal de drainage, constitue en particulier de beton polymere

Country Status (7)

Country Link
EP (1) EP1399627B1 (fr)
AT (1) ATE430225T1 (fr)
CZ (1) CZ301354B6 (fr)
DE (2) DE20110764U1 (fr)
ES (1) ES2324703T3 (fr)
PL (1) PL199457B1 (fr)
WO (1) WO2003002825A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1482097A3 (fr) * 2003-05-30 2006-02-08 ACO Technologies plc Joint d'étanchéité pour tuyau d'écoulement

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10353080B3 (de) * 2003-11-13 2005-08-25 Aco Severin Ahlmann Gmbh & Co. Kg Entwässerungsrinne
US7458745B2 (en) 2004-10-18 2008-12-02 Aco Severin Ahlmann Gmbh & Co. Kg Drainage channel
FR2959250B1 (fr) * 2010-04-23 2012-04-06 Hauraton France Element modulaire de caniveau et caniveau correspondant

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0112287A1 (fr) 1982-11-23 1984-06-27 Poly-Bauelemente AG Caniveau d'écoulement
GB2138873A (en) * 1983-04-29 1984-10-31 Maeta Concrete Works Ltd U-shaped drainage channel block
DE8435101U1 (de) 1984-11-30 1985-03-28 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Entwaesserungsrinne
DE3515917A1 (de) 1985-05-03 1986-11-06 Passavant-Werke AG & Co KG, 6209 Aarbergen Entwaesserungsrinne
EP0380901A1 (fr) 1989-01-31 1990-08-08 Poly-Bauelemente AG Caniveau
DE4007396C2 (de) 1989-03-08 1994-02-10 Mitsubishi Electric Corp Vorrichtung zum Regeln der Leerlaufdrehzahl einer Maschine
DE4436460A1 (de) 1994-10-12 1996-04-25 Ahlmann Aco Severin Bauteil mit einem Körper aus Mineralguß
EP0758038A1 (fr) 1995-08-08 1997-02-12 Poly-Bauelemente AG Caniveau d'écoulement
US5653553A (en) * 1995-12-06 1997-08-05 Abt, Inc. Drainage channel and associated method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT242332Y1 (it) * 1996-02-09 2001-06-14 Edil Plast Srl Canaletta modulare e componibile per la formazione di canali di scolocon griglia pedonabile e/o carrabile.

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0112287A1 (fr) 1982-11-23 1984-06-27 Poly-Bauelemente AG Caniveau d'écoulement
GB2138873A (en) * 1983-04-29 1984-10-31 Maeta Concrete Works Ltd U-shaped drainage channel block
DE8435101U1 (de) 1984-11-30 1985-03-28 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Entwaesserungsrinne
DE3515917A1 (de) 1985-05-03 1986-11-06 Passavant-Werke AG & Co KG, 6209 Aarbergen Entwaesserungsrinne
EP0380901A1 (fr) 1989-01-31 1990-08-08 Poly-Bauelemente AG Caniveau
DE4007396C2 (de) 1989-03-08 1994-02-10 Mitsubishi Electric Corp Vorrichtung zum Regeln der Leerlaufdrehzahl einer Maschine
DE4436460A1 (de) 1994-10-12 1996-04-25 Ahlmann Aco Severin Bauteil mit einem Körper aus Mineralguß
EP0758038A1 (fr) 1995-08-08 1997-02-12 Poly-Bauelemente AG Caniveau d'écoulement
US5653553A (en) * 1995-12-06 1997-08-05 Abt, Inc. Drainage channel and associated method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1482097A3 (fr) * 2003-05-30 2006-02-08 ACO Technologies plc Joint d'étanchéité pour tuyau d'écoulement

Also Published As

Publication number Publication date
DE50213502D1 (de) 2009-06-10
PL359151A1 (en) 2004-08-23
ATE430225T1 (de) 2009-05-15
ES2324703T3 (es) 2009-08-13
DE20110764U1 (de) 2001-08-30
CZ20024060A3 (cs) 2003-05-14
PL199457B1 (pl) 2008-09-30
CZ301354B6 (cs) 2010-01-27
EP1399627A1 (fr) 2004-03-24
EP1399627B1 (fr) 2009-04-29

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