WO1997001672A1 - Elements de construction realises a partir de pieces moulees en beton pour elements de recouvrement du sol - Google Patents

Elements de construction realises a partir de pieces moulees en beton pour elements de recouvrement du sol Download PDF

Info

Publication number
WO1997001672A1
WO1997001672A1 PCT/EP1996/001869 EP9601869W WO9701672A1 WO 1997001672 A1 WO1997001672 A1 WO 1997001672A1 EP 9601869 W EP9601869 W EP 9601869W WO 9701672 A1 WO9701672 A1 WO 9701672A1
Authority
WO
WIPO (PCT)
Prior art keywords
drain
kit according
shaped
stones
side walls
Prior art date
Application number
PCT/EP1996/001869
Other languages
German (de)
English (en)
Inventor
Gerhard Hagenah
Original Assignee
Sf-Kooperation Gmbh Beton-Konzepte
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 Sf-Kooperation Gmbh Beton-Konzepte filed Critical Sf-Kooperation Gmbh Beton-Konzepte
Priority to EP96919671A priority Critical patent/EP0835345A1/fr
Publication of WO1997001672A1 publication Critical patent/WO1997001672A1/fr

Links

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
    • E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/223—Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits

Definitions

  • the invention relates to a kit of molded concrete blocks for the creation of soil covers, in particular parking areas for cars, with devices for draining surface water.
  • the invention also relates to individual elements, namely special shaped blocks, of the kit.
  • Paving stones are known which, due to their design and / or laying, ensure that surface water seeps away in the area of longitudinal and transverse joints. In this way, however, only a part of the surface water can be removed in the event of heavy rainfall.
  • the invention is based on the object of proposing measures for an effective and ecologically sensible removal of surface water with completely or partially closed soil coverings, in particular in connection with earth coverings for parking areas.
  • gutter-shaped shaped drainage stones are arranged according to the invention at the edges of the soil cover, in particular at the edges of the parking areas, in such a way that surface water leads via the drainage stones into the area of non-paved infiltration fiefs.
  • the channel-shaped shaped drain stones are an important part of the invention. Depending on the size of the surface to be drained, several of these drainage stones are positioned on the edge of the drainage stone so that the surface water of the soil cover can drain through the drainage stones, specifically on free, uncovered surfaces, especially on natural soil with vegetation .
  • the shaped drain stone is U-shaped in cross-section with a bottom wall and upright side walls.
  • An upper bottom surface of the bottom wall is expediently inclined downward in the direction of the drain.
  • this floor surface is advantageously flush with the ground cover.
  • the drain molding block formed in one piece from concrete is designed such that its contours, in particular the contours of the side walls, adapt to adjoining surfaces or components.
  • the shaped drain stone is positioned between adjacent curbs of a rim of the soil cover, in such a way that the side walls in the area of the curbs adjoining the side correspond to the outer contours of these curbs, that is to say they are essentially flush with them.
  • the drainage block extends with sufficient length in the area of the infiltration surface. Soil is formed laterally on the side walls. The contour of the top corresponds to the surface course of the infiltration surface.
  • the infiltration area is designed as a strip-shaped area between adjacent soil covers, in particular parking areas.
  • the striped infiltration surface is designed as a green strip with vegetation and trees.
  • this strip-shaped infiltration surface is trough-shaped in cross section, so that the water is reliably absorbed in this area for infiltration. Further details of the invention result from the embodiment shown in the patent drawings. It shows:
  • 1 is a soil cover to form parking areas in a simplified floor plan
  • FIG. 2 shows a cross section through the example according to FIG. 1 on an enlarged scale
  • FIG. 5 shows the drain molding block according to FIG. 3 and FIG. 4 in plan view
  • FIG. 6 shows the drain molding block in end view of plane A in FIG. 3,
  • FIG. 8 shows the drain molding block in a view in plane B of FIG. 3.
  • FIGS. 1 and 2 A preferred application example is shown in FIGS. 1 and 2. It is a matter of soil coverings made of paving stones 10. These are spaced apart from each other in the area of the soil coverings to form longitudinal and transverse joints. Part of the surface water can seep down through this.
  • the soil covers formed by the paving stones 10 are designed as parking strips 11 and 12. In the area of these parking strips 11 and 12, for example, two rows of vehicles lying opposite one another can be parked.
  • the paved areas are provided with marking strips 13 in order to mark the placement areas.
  • colored paving stones 10 are provided to form the marking strips 13 in a suitable manner.
  • the paved areas forming the parking strips 11, 12 are provided with an edging 14 made of curbs 15.
  • the latter can, as shown on the right in FIG. 2, be set as a highboard.
  • the curbs 15 protrude above the top of the paving surfaces or the paving stones 10.
  • the curbs 15 can, however, also be laid such that they protrude only slightly beyond the paving stones 10 or are flush with them.
  • an infiltration surface is formed between the adjacent parking strips 11 and 12, in the form of a green strip 16.
  • This has a significantly smaller width than the parking strips 11, 12.
  • the green strip 16 consists of soil with suitable vegetation, for example lawn, plants, trees, bushes etc.
  • the green strip 16 is designed in a special way, namely with a trough-shaped cross section.
  • a surface 17 formed by soil here extends from an upper edge of the border 14 or the curbs 15 to the other border 14.
  • the surface 17 drops from both to an (imaginary) central longitudinal plane 18 of the green strip 16 .
  • the inclination is chosen so that the vegetation is not affected.
  • the shaped drain stones 19 of one parking strip 11 are those of the other parking strip 12 offset, ie positioned "on gap".
  • the drainage stones 19 extend with sufficient length in the area of the green strip 16 so that the water is conducted up to this area.
  • the drain molded blocks 19 are formed in the present case in the form of troughs or troughs as a single molded block.
  • the drain molding block 19 which is open at both ends consists of a bottom wall 20 and two upright side walls 21, 22.
  • the bottom wall 20 is formed with a bottom surface 23 which is inclined downwards in the direction of flow. When the drain molding block 19 is laid horizontally, the flow of the water results from the inclination of the bottom surface 23.
  • the side walls 21, 22 are adapted to the contours of the externally adjacent parts or areas.
  • an end face 24 and an upper side 25 correspond to the contour of the curbs 15, so that the drainage shaped blocks 19 can be laid flush with the curbs 15.
  • the end face 24 is inclined, the upper side 25 running horizontally.
  • An inclination surface 26 adjoins the surface 25 in the region of the side walls 21, 22.
  • This area of the side walls 21, 22 is adapted to the inclination or contour of the green strip 16, namely the surface 17 thereof. The latter is approximately flush with the inclined surface 26. It is therefore prevented that the soil of the green strip 16 can get into the interior of the drain molding block 19.
  • the cross section of the same which changes over the length of the drain molding block 19 results from FIGS. 6, 7 and 8.
  • 19 adjustment bases 27, 28 are formed within the run-off shaped block. These extend here over the full length of the drain molding block 19, in each case directly adjacent to the side walls 21, 22 within the channel formed by the drain molding block 19.
  • the strip-shaped adjustment bases 27, 28 are formed with a horizontal top or surface. This serves for creating an adjusting element, for example a spirit level, in order to ensure an exact laying of the drainage block 19. It is thereby ensured that in each case there is a bottom surface 23 inclined downward in the direction of flow.
  • the adjustment bases 27, 28 extend in the direction of flow so that the profile of the channel widens in the direction of flow.
  • the shaped drainage stones thus formed are positioned on a concrete foundation 29 such that the floor surface 23 is flush with the paving surface from the paving stones 10 on the entry side or is even arranged slightly lower.
  • the paving stones 10 are laid in such a way that the resulting paving surface or the parking strips 11, 12 are inclined slightly towards the edge surrounds 14.
  • the number of shaped drain stones 19 for a specific soil cover depends on their size.
  • the drainage blocks 19 are each laid at intervals of 2.5 m.
  • the parking strips 11, 12 are formed with a width of approximately 6 m.
  • the green strip 16 can have a transverse dimension of 2.20 m.
  • the drain molding block 19 preferably has a length of 60 cm in the region of the bottom wall 20. The width throughout the region of this bottom wall 20 is 50 cm here. This usually corresponds to half the length of a curb 15, so that the transverse dimensions of the drainage block 19 are matched to this.
  • the channel in the interior of the drain molding block 19 can be 22 cm on the inlet side between the adjustment bases 27, 28 and 26 cm on the outlet side.
  • the total height in the area of the top 25 is 27 cm with a maximum thickness of the bottom wall 20 of 10 cm.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

Afin d'éliminer, de façon judicieuse sur le plan écologique, les eaux de ruissellement au niveau d'éléments de recouvrement du sol en pavés (10) ou similaires, on utilise des pièces moulées d'écoulement (19) positionnées latéralement et présentant une section en forme de rigole. Les eaux de ruissellement s'écoulement des éléments de recouvrement formant des bandes de stationnement (11, 12) vers des pièces moulées d'écoulement (19) espacées. Ces dernières guident les eaux de ruissellement vers une surface d'infiltration à section en forme de cuvette, notamment vers une bande de verdure (16).
PCT/EP1996/001869 1995-06-28 1996-05-04 Elements de construction realises a partir de pieces moulees en beton pour elements de recouvrement du sol WO1997001672A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP96919671A EP0835345A1 (fr) 1995-06-28 1996-05-04 Elements de construction realises a partir de pieces moulees en beton pour elements de recouvrement du sol

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE1995122982 DE19522982A1 (de) 1995-06-28 1995-06-28 Bausatz aus Betonformsteinen für Erdreichabdeckungen
DE19522982.7 1995-06-28

Publications (1)

Publication Number Publication Date
WO1997001672A1 true WO1997001672A1 (fr) 1997-01-16

Family

ID=7765167

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1996/001869 WO1997001672A1 (fr) 1995-06-28 1996-05-04 Elements de construction realises a partir de pieces moulees en beton pour elements de recouvrement du sol

Country Status (3)

Country Link
EP (1) EP0835345A1 (fr)
DE (1) DE19522982A1 (fr)
WO (1) WO1997001672A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19832126B4 (de) * 1998-07-17 2008-08-28 Sf-Kooperation Gmbh Beton-Konzepte Bausatz aus Betonformsteinen als Begrenzung von Erdreichabdeckungen
NL2001976C (nl) * 2008-09-11 2010-03-16 D & K Holding B V Uitstroombak voor op een talud uitmondende waterafvoer.
DE202017002433U1 (de) 2017-05-06 2018-08-07 Karl Kortmann Bausatz mit Betonelementen
WO2018206411A1 (fr) 2017-05-06 2018-11-15 Karl Kortmann Ensemble doté d'éléments en béton, procédé pour le produire et utilisation de parties dudit ensemble
DE202017005994U1 (de) 2017-11-18 2019-02-19 Karl Kortmann Bausatz mit Betonelementen

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE408037A (fr) *
DE2944622A1 (de) * 1979-11-05 1981-05-07 Georg 2807 Achim Neumann Bordstein, insbesondere fuer wohn- und siedlungsstrassen
EP0126982A1 (fr) * 1983-04-28 1984-12-05 Köln Stadtsparkasse Pierre de marquage ayant la forme d'un corps oblong comme une poutre
DE4403454C1 (de) * 1994-02-04 1995-04-06 Georg Dipl Ing Neumann Verfahren und Vorrichtung zur Behandlung von Oberflächenwasser oder dergleichen
EP0648896A1 (fr) * 1993-10-19 1995-04-19 Screg Bourrelet latéral de guidage d'eau pour voie routière

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8808187D0 (en) * 1988-04-08 1988-05-11 Ballantine Bo Ness Iron Co Ltd Drainage device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE408037A (fr) *
DE2944622A1 (de) * 1979-11-05 1981-05-07 Georg 2807 Achim Neumann Bordstein, insbesondere fuer wohn- und siedlungsstrassen
EP0126982A1 (fr) * 1983-04-28 1984-12-05 Köln Stadtsparkasse Pierre de marquage ayant la forme d'un corps oblong comme une poutre
EP0648896A1 (fr) * 1993-10-19 1995-04-19 Screg Bourrelet latéral de guidage d'eau pour voie routière
DE4403454C1 (de) * 1994-02-04 1995-04-06 Georg Dipl Ing Neumann Verfahren und Vorrichtung zur Behandlung von Oberflächenwasser oder dergleichen

Also Published As

Publication number Publication date
EP0835345A1 (fr) 1998-04-15
DE19522982A1 (de) 1997-01-02

Similar Documents

Publication Publication Date Title
DE10028355C2 (de) Abdeckteil für eine Entwässerungsrinne sowie Verfahren zur Herstellung einer Entwässerungsanordnung
DE3632620C2 (fr)
EP1291325B1 (fr) Elément de caniveau pour la fabrication d'un caniveau pour la réception de l'eau de surface
WO1997001672A1 (fr) Elements de construction realises a partir de pieces moulees en beton pour elements de recouvrement du sol
EP0389973A1 (fr) Jeu d'éléments pour la construction d'un mur anti-bruit pouvant être couvert de végétation
DE4428482C2 (de) Rinnenstein
DE3516654A1 (de) Strassenentwaesserungsrinne
DE19834857C2 (de) Straßenanordnung mit einer Sickerstrecke für Regenwasser
DE202012101154U1 (de) Rinnenformstein
EP1837441A1 (fr) Place de parking
EP0161676A2 (fr) Dispositif pour capter des eaux boueuses et des résidus de neige dégoûtants sous les vehicules à moteur dans des garages et autres parkings
DE4326110A1 (de) Ablaufrinne zur niveaugleichen Verlegung auf Flachdächern, insbesondere mit körnigen Substratschüttungen
DE202008015753U1 (de) Amphibienleitstein und Amphibienleitsystem
DE19733286A1 (de) Bodenplatte, insbesondere Pflasterstein sowie Kunstraseneinsatz für eine solche Bodenplatte
EP1239081B1 (fr) Elément de revêtement de sol pour former un caniveau de drainage
DE19602414C2 (de) Vorrichtung zum Sammeln und Verrieseln von Oberflächenwasser
DE3115691A1 (de) Mobiles pflanzelement
DE19704425A1 (de) Kunststeinelement
EP0100560A2 (fr) Elément profilé pour les lignes de jeu de courts de tennis
DE19832126A1 (de) Betonformstein mit Erhöhung und Bausatz aus Betonformsteinen als Begrenzung von Erdreichabdeckungen
DE10028977B4 (de) Entwässerungsschacht
DE69924458T2 (de) Dachgaube
DE7022276U (de) Als randeinfassung fuer wege plaetze und dergleichen dienender formkoerper
AT18004U1 (de) System aus einem Kunststoff-Versickerungsgitter und mindestens einem Pflasterstein
EP0916768B1 (fr) Elément en béton en forme de pavé

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): US

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LU MC NL PT SE

DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
121 Ep: the epo has been informed by wipo that ep was designated in this application
WWE Wipo information: entry into national phase

Ref document number: 1996919671

Country of ref document: EP

WWP Wipo information: published in national office

Ref document number: 1996919671

Country of ref document: EP

WWR Wipo information: refused in national office

Ref document number: 1996919671

Country of ref document: EP

WWW Wipo information: withdrawn in national office

Ref document number: 1996919671

Country of ref document: EP