EP0469265A2 - Drainage du tablier pour un tablier qui est bordé par une bordure - Google Patents

Drainage du tablier pour un tablier qui est bordé par une bordure Download PDF

Info

Publication number
EP0469265A2
EP0469265A2 EP19910109179 EP91109179A EP0469265A2 EP 0469265 A2 EP0469265 A2 EP 0469265A2 EP 19910109179 EP19910109179 EP 19910109179 EP 91109179 A EP91109179 A EP 91109179A EP 0469265 A2 EP0469265 A2 EP 0469265A2
Authority
EP
European Patent Office
Prior art keywords
drainage
water
channel
openings
layer
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.)
Granted
Application number
EP19910109179
Other languages
German (de)
English (en)
Other versions
EP0469265A3 (en
EP0469265B1 (fr
EP0469265B2 (fr
Inventor
Walter Dipl.-Ing. Schiewe
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.)
ACO Ahlmann SE and Co KG
Original Assignee
ACO Severin Ahlmann 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6409641&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0469265(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by ACO Severin Ahlmann GmbH and Co KG filed Critical ACO Severin Ahlmann GmbH and Co KG
Publication of EP0469265A2 publication Critical patent/EP0469265A2/fr
Publication of EP0469265A3 publication Critical patent/EP0469265A3/de
Publication of EP0469265B1 publication Critical patent/EP0469265B1/fr
Application granted granted Critical
Publication of EP0469265B2 publication Critical patent/EP0469265B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E01C11/228—Gutters for porous pavings

Definitions

  • the invention relates to a drainage system for a roadway laterally delimited by a curb according to the preamble of patent claim 1.
  • a so-called drainage asphalt is known as a road surface that fulfills two functions. On the one hand, noise pollution from traffic is reduced and, on the other hand, it enables direct drainage of the road surface, which increases traffic safety (aquaplaning).
  • the drainage of the road surface when using drainage asphalt depends on the proportion of pores, which in turn depends on the grain composition of the aggregates. It is usually between 15 and 25%.
  • a direct infiltration through the drainage asphalt is not possible because of the almost waterproof asphalt binder layer below the drainage asphalt in the ground. Since a contamination of the water to be discharged cannot be ruled out, this possibility is also not sought. Above all, there is a risk that the water will impair the load-bearing function of the base layer.
  • the invention has for its object to provide a drainage for a roadway provided with a water-permeable drainage layer, which can be easily installed and effectively removes both the surface water entering the drainage layer and when the drainage capacity is exhausted.
  • the known water-permeable strip along the curb is formed by an edge section of the drainage layer, which e.g. is pulled up to the curb and supported by a foundation.
  • the channel elements forming the channel are shaped so that on the one hand they have lateral (horizontal) openings which are aligned with the edge section. On the other hand, they have upper (vertical) openings at approximately the height of the edge section, as a result of which surface water which has not penetrated into the drainage layer is also discharged from the drainage channel in the event of heavy rain.
  • the lower edge of the horizontal openings is preferably at the level of the underside of the edge section so that all water that has penetrated into the edge section can be drained off.
  • One embodiment of the invention provides that a slotted channel is used, as has become known in connection with surface drainage.
  • the channel elements of a slot channel are provided with side openings which are aligned with the edge section.
  • cross-sectionally U-shaped channel elements can be provided with a water-permeable cover, in particular a grate, the upper side of which lies approximately at the level of the upper side of the edge section.
  • the lateral openings aligned with the edge section can be arranged directly below the cover, so that under certain circumstances thickening of the edge section can be dispensed with or the thickening only has to be provided as little as possible.
  • the drainage layer is compacted after application (drainage asphalt). If the edge section has the same thickness as the drainage layer, it is inevitably compressed in an analogous manner.
  • the cover in particular the grate, can be embedded in the material of the U-shaped channel element, which poses no problems in the production of the channel element from polymer concrete.
  • the cover is made of polymer concrete det and has a greater thickness.
  • the cover made of polymer concrete has several through slots and at least on one side lateral openings which are connected to the inlet slots.
  • the top of the cover must be arranged so that the seal is not damaged when the drainage layer and edge section are compacted and the slope to the cover is retained.
  • FIGS. 1 to 3 An identical layer structure of a roadway can be seen in FIGS. 1 to 3.
  • a cover layer 10 made of water-permeable asphalt (drainage asphalt) is supported on a bituminous base layer 14 via a binder layer 12.
  • a further base layer 16 is located underneath.
  • a curb 18 extends beside the roadway and is embedded in a concrete foundation 20. Paving stones 22 or slabs form a path on the side of the curb 18 facing away from the roadway.
  • An edge section 24a of the drainage layer 10 extends partially over the foundation 20.
  • the edge sections are provided with an addition (a, b %), since they are designed differently.
  • the edge section 24a extends to the depth of the first support layer 14. It is therefore thicker than the drainage layer 10.
  • the edge section 24a borders on a drainage channel which is constructed from individual channel elements 26.
  • the trough elements 26a are approximately circular in cross section, but have a slot 28 interrupted by webs on the upper side.
  • the upper side of the channel elements 26 lies somewhat below the upper side of the edge section 24a, so that the inflow of surface water is ensured and the channel is not destroyed during compression.
  • the channel elements 26 also have a plurality of holes 30 laterally in the longitudinal direction, which are aligned with the edge section 24a, namely to its lower region, i. the holes 30 are located just above or at the top of the foundation 20 in this area.
  • the channel elements 26 are embedded in the foundation 10.
  • a grout 32 seals the channel elements 26 from the curb 18.
  • the drainage channel is connected to a drain, not shown, which is preferably a sink box, through which the channel sections are accessible.
  • U-shaped channel elements 36 are embedded in the foundation 20. They have a grating 38 on the top as a cover, which is supported on a frame 42 which is embedded in the thickened material of the channel element 36.
  • the frame 42 enables lateral openings 40 to be formed which are aligned with the edge section 24b, the underside of the openings 40 being approximately aligned with the upper side of the foundation 20 in this region.
  • the lateral openings 40 enable water to be introduced into the channel via the edge section 24b and thus of water which has penetrated into the drainage layer 10. Surface water is discharged into the channel via the grate 38.
  • a channel element 44 similar to the channel element 36 is embedded in the foundation 20. However, it is lower than the edge portion 24c.
  • a cover 46 Placed on the channel element 44 and optionally connected to it by adhesive or the like, there is a cover 46, which likewise consists of polymer concrete, like the other channel elements shown in the embodiments.
  • the cover 46 has a thickness of a quarter to a third of the height of the channel elements 44 and has two parallel rows of water inlet slots 48.
  • the cover 46 has openings 50 which are laterally aligned with the edge section 24c and through which water which has entered the edge section 24 is drained off can be.
  • the channel elements 36 according to FIG. 2 have square openings 40 on one side in the upper thickened area, as a result of which water inlet openings are formed.
  • the openings 50 are triangular with the tip pointing upward (FIG. 5).
  • the openings 50 are at the bottom a slope 52 sloping outwards. This prevents the material of the edge section (eg 24c) from settling into the opening and clogging it during compression.
EP91109179A 1990-07-04 1991-06-05 Drainage du tablier pour un tablier qui est bordé par une bordure Expired - Lifetime EP0469265B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4021295A DE4021295A1 (de) 1990-07-04 1990-07-04 Entwaesserung fuer eine seitlich von einem bordstein begrenzte fahrbahn
DE4021295 1990-07-04

Publications (4)

Publication Number Publication Date
EP0469265A2 true EP0469265A2 (fr) 1992-02-05
EP0469265A3 EP0469265A3 (en) 1992-04-08
EP0469265B1 EP0469265B1 (fr) 1993-10-20
EP0469265B2 EP0469265B2 (fr) 1995-11-02

Family

ID=6409641

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91109179A Expired - Lifetime EP0469265B2 (fr) 1990-07-04 1991-06-05 Drainage du tablier pour un tablier qui est bordé par une bordure

Country Status (4)

Country Link
EP (1) EP0469265B2 (fr)
AT (1) ATE96188T1 (fr)
DE (2) DE4021295A1 (fr)
ES (1) ES2046825T5 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2695417A1 (fr) * 1992-09-10 1994-03-11 Beton Routes Securite Procédé de transformation d'un caniveau existant, de type "en U", en caniveau à fente.
FR2704878A1 (fr) * 1993-05-07 1994-11-10 Cochery Bourdin Chausse Dispositif de collection d'eaux de pluie pour chaussée drainante.
NL1000821C2 (en) * 1995-05-02 1996-11-05 Heijmans Wegenbouwmij Road-surface water-drainage system
EP0763631A1 (fr) * 1995-09-15 1997-03-19 Cooper Clarke Group plc Dispositif de drainage
WO2001094704A1 (fr) * 2000-06-08 2001-12-13 Aco Severin Ahlmann Gmbh & Co. Kg Element de recouvrement pour un caniveau d'ecoulement des eaux
EP2133470A1 (fr) * 2008-06-14 2009-12-16 Robert Haas Elément de caniveau de drainage
CN105088920A (zh) * 2015-09-09 2015-11-25 苏州宏盛园林建设工程有限公司 一种汇水引流的铺装路面
DE202022101540U1 (de) 2022-03-24 2022-06-29 Porosit-Betonwerke Gesellschaft mit beschränkter Haftung Führungssystem aus einem Halbschalenkörper zur Wasserführung und einem Formbaukörper zur Kabelführung

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT376251B (de) * 1980-12-19 1984-10-25 Escher Wyss Gmbh Einrichtung zur beschickung eines mehrlagen-stoffauflaufes fuer papiermaschinen
DE20212773U1 (de) 2002-08-21 2002-12-19 Kronimus Ag Betonsteinwerke Fahrbahnaufbau
DE10349526A1 (de) * 2003-10-22 2005-05-25 Roger Hartenburg Baueinheit zur Ausbildung eines Bodens mit Gefälle, Verwendung der Baueinheit, Verfahren zur Herstellung der Baueinheit, Verfahren zur Herstellung eines Bodens mit Gefälle
DE102004014473B4 (de) * 2004-03-24 2006-07-27 Terraelast Ag Bodenbelag, Waschplatz und Waschanlage zur Nassreinigung von Fahrzeugen
DE102006027162A1 (de) * 2006-06-12 2007-12-13 Almanstötter, Franz Xaver Ableitsystem von Oberflächenwasser für offenporige Asphaltschichten im Verkehrswegebau

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1809571A1 (de) * 1968-11-18 1970-06-04 Passavant Werke Ablauf mit mindestens einer den Wasserdurchtritt gestattenden Abdeckplatte
EP0094043A1 (fr) * 1982-05-06 1983-11-16 ACO Severin Ahlmann GmbH & Co. KG Caniveau pour l'évacuation en travers des eaux sur les chaussées
DE8706254U1 (fr) * 1987-04-30 1987-07-23 Passavant-Werke Ag, 6209 Aarbergen, De
DE8707941U1 (fr) * 1987-06-04 1987-10-15 Birco Baustoffwerk Gmbh, 7570 Baden-Baden, De
DE3632620C2 (fr) * 1986-09-25 1988-11-17 Deutag-Mischwerke Gmbh, 5000 Koeln, De
DE8912077U1 (fr) * 1989-10-11 1989-12-21 Passavant-Werke Ag, 6209 Aarbergen, De

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1809571A1 (de) * 1968-11-18 1970-06-04 Passavant Werke Ablauf mit mindestens einer den Wasserdurchtritt gestattenden Abdeckplatte
EP0094043A1 (fr) * 1982-05-06 1983-11-16 ACO Severin Ahlmann GmbH & Co. KG Caniveau pour l'évacuation en travers des eaux sur les chaussées
DE3632620C2 (fr) * 1986-09-25 1988-11-17 Deutag-Mischwerke Gmbh, 5000 Koeln, De
DE8706254U1 (fr) * 1987-04-30 1987-07-23 Passavant-Werke Ag, 6209 Aarbergen, De
DE8707941U1 (fr) * 1987-06-04 1987-10-15 Birco Baustoffwerk Gmbh, 7570 Baden-Baden, De
DE8912077U1 (fr) * 1989-10-11 1989-12-21 Passavant-Werke Ag, 6209 Aarbergen, De

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2695417A1 (fr) * 1992-09-10 1994-03-11 Beton Routes Securite Procédé de transformation d'un caniveau existant, de type "en U", en caniveau à fente.
FR2704878A1 (fr) * 1993-05-07 1994-11-10 Cochery Bourdin Chausse Dispositif de collection d'eaux de pluie pour chaussée drainante.
NL1000821C2 (en) * 1995-05-02 1996-11-05 Heijmans Wegenbouwmij Road-surface water-drainage system
EP0763631A1 (fr) * 1995-09-15 1997-03-19 Cooper Clarke Group plc Dispositif de drainage
EP1143071A1 (fr) * 1995-09-15 2001-10-10 Cooper Clarke Group plc Dispositif de drainage
WO2001094704A1 (fr) * 2000-06-08 2001-12-13 Aco Severin Ahlmann Gmbh & Co. Kg Element de recouvrement pour un caniveau d'ecoulement des eaux
US7008137B2 (en) 2000-06-08 2006-03-07 Aco Severin Ahlmann Gmbh & Co., Kg Cover for a drainage arrangement and a method of producing such an arrangement
EP2133470A1 (fr) * 2008-06-14 2009-12-16 Robert Haas Elément de caniveau de drainage
CN105088920A (zh) * 2015-09-09 2015-11-25 苏州宏盛园林建设工程有限公司 一种汇水引流的铺装路面
DE202022101540U1 (de) 2022-03-24 2022-06-29 Porosit-Betonwerke Gesellschaft mit beschränkter Haftung Führungssystem aus einem Halbschalenkörper zur Wasserführung und einem Formbaukörper zur Kabelführung

Also Published As

Publication number Publication date
ES2046825T5 (es) 1996-03-01
ES2046825T3 (es) 1994-02-01
DE4021295A1 (de) 1992-01-09
EP0469265A3 (en) 1992-04-08
EP0469265B1 (fr) 1993-10-20
EP0469265B2 (fr) 1995-11-02
ATE96188T1 (de) 1993-11-15
DE59100499D1 (de) 1993-11-25

Similar Documents

Publication Publication Date Title
DE10028355C2 (de) Abdeckteil für eine Entwässerungsrinne sowie Verfahren zur Herstellung einer Entwässerungsanordnung
EP0469265B1 (fr) Drainage du tablier pour un tablier qui est bordé par une bordure
DE4403454C1 (de) Verfahren und Vorrichtung zur Behandlung von Oberflächenwasser oder dergleichen
DE102011001356B4 (de) Versickerungsanordnung
DE3632620C2 (fr)
EP0094043B1 (fr) Caniveau pour l'évacuation en travers des eaux sur les chaussées
DE3313476C2 (fr)
DE202012004032U1 (de) Geländebedeckung und zugehörige Kombination
DE3326109C2 (de) Pflasterstein
DE202006020230U1 (de) Entwässerungseinrichtung zum Ableiten von Flüssigkeiten von Verkehrsflächen im Straßenbau
DE2944622C2 (de) Formstein am Straßenrand
DE4428482C2 (de) Rinnenstein
EP0829592A1 (fr) Système pour réaliser des supports pour dalles de terrasses, balcons etc.
EP1857592A1 (fr) Procédée de faire un caniveau à fente et un caniveau à fente
EP3607816B1 (fr) Dispositif pour une toiture végétale
WO2003033818A1 (fr) Ensemble a fixer au sol
EP0767278A1 (fr) Système de caniveau pour l'infiltration d'eau
EP1234913A2 (fr) Caniveau d'écoulement
EP2213798B1 (fr) Pavé et surface de circulation dotée de pavés
DE19602414C2 (de) Vorrichtung zum Sammeln und Verrieseln von Oberflächenwasser
DE2741282C3 (de) Straßenbefestigung mit Dichtungsschicht
EP1873311B1 (fr) Revêtement de chaussée
DE10138539B4 (de) Vorrichtung zur Oberflächenabdichtung, insbesondere von Deponien
DE2321341A1 (de) Dichtungsbahn zur abdichtung von bauwerken
DE202023101537U1 (de) Entwässerungssystem für Verkehrsflächen

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 BE DE ES FR GB IT LU NL

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

RIN1 Information on inventor provided before grant (corrected)

Inventor name: SCHIEWE, WALTER

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE DE ES FR GB IT LU NL

17P Request for examination filed

Effective date: 19920427

17Q First examination report despatched

Effective date: 19921203

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE DE ES FR GB IT LU NL

REF Corresponds to:

Ref document number: 96188

Country of ref document: AT

Date of ref document: 19931115

Kind code of ref document: T

ET Fr: translation filed
REF Corresponds to:

Ref document number: 59100499

Country of ref document: DE

Date of ref document: 19931125

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19931102

ITF It: translation for a ep patent filed

Owner name: SOCIETA' ITALIANA BREVETTI S.P.A.

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

Ref country code: FR

Payment date: 19940531

Year of fee payment: 4

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

Ref country code: BE

Payment date: 19940603

Year of fee payment: 4

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

Ref country code: AT

Payment date: 19940610

Year of fee payment: 4

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

Ref country code: LU

Payment date: 19940630

Year of fee payment: 4

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

EPTA Lu: last paid annual fee
26 Opposition filed

Opponent name: POLY BAUELEMENTE AG

Effective date: 19940718

NLR1 Nl: opposition has been filed with the epo

Opponent name: POLY BAUELEMENTE AG

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: 19950605

Ref country code: AT

Effective date: 19950605

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

Ref country code: BE

Effective date: 19950630

PUAH Patent maintained in amended form

Free format text: ORIGINAL CODE: 0009272

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: PATENT MAINTAINED AS AMENDED

27A Patent maintained in amended form

Effective date: 19951102

AK Designated contracting states

Kind code of ref document: B2

Designated state(s): AT BE DE ES FR GB IT LU NL

BERE Be: lapsed

Owner name: ACO SEVERIN AHLMANN G.M.B.H. & CO. K.G.

Effective date: 19950630

NLR2 Nl: decision of opposition
GBTA Gb: translation of amended ep patent filed (gb section 77(6)(b)/1977)

Effective date: 19960117

REG Reference to a national code

Ref country code: ES

Ref legal event code: DC2A

Kind code of ref document: T5

Effective date: 19960301

EN Fr: translation not filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19960329

NLR3 Nl: receipt of modified translations in the netherlands language after an opposition procedure
REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

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

Ref country code: NL

Payment date: 19970630

Year of fee payment: 7

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

Ref country code: NL

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

Effective date: 19990101

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19990101

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

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

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050605

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

Ref country code: GB

Payment date: 20060626

Year of fee payment: 16

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

Ref country code: ES

Payment date: 20060628

Year of fee payment: 16

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

Ref country code: DE

Payment date: 20060824

Year of fee payment: 16

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20070605

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: 20080101

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 NON-PAYMENT OF DUE FEES

Effective date: 20070605

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20070606

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

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 NON-PAYMENT OF DUE FEES

Effective date: 20070606