EP1099026A1 - Agglomere de beton dote d'une surelevation et kit d'agglomere de beton - Google Patents

Agglomere de beton dote d'une surelevation et kit d'agglomere de beton

Info

Publication number
EP1099026A1
EP1099026A1 EP99934534A EP99934534A EP1099026A1 EP 1099026 A1 EP1099026 A1 EP 1099026A1 EP 99934534 A EP99934534 A EP 99934534A EP 99934534 A EP99934534 A EP 99934534A EP 1099026 A1 EP1099026 A1 EP 1099026A1
Authority
EP
European Patent Office
Prior art keywords
stones
trough
longitudinal
discharge
kit 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.)
Withdrawn
Application number
EP99934534A
Other languages
German (de)
English (en)
Inventor
Gerhard Hagenah
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.)
SF Kooperation GmbH Beton Konzepte
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
Publication of EP1099026A1 publication Critical patent/EP1099026A1/fr
Withdrawn legal-status Critical Current

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 surface water-carrying and surface-water-diverting boundaries for soil coverings, in particular paving slabs, consisting of concrete molded blocks arranged on at least one edge of the ground cover with molded-in trough-shaped gutter in the longitudinal direction of the boundary and with transverse channels directed thereto.
  • Concrete blocks designed in the above sense, or kits assembled from them, serve as (edge) boundaries of paved ceilings, in particular of paved places where surface water is to be drained off.
  • the water flows from the paving slab to the boundary and is conducted in the (longitudinal) channel of the same to the spaced channels. These lead to an infiltration area on the side opposite the pavement.
  • a transverse channel is formed from two adjacent concrete blocks, with a half transverse channel being formed on the edge of each concrete block. Two concrete blocks placed next to each other thus form a transverse channel.
  • the invention has for its object to improve concrete blocks or kits formed from these in terms of water drainage and industrial production.
  • the kit according to the invention is characterized in that the boundary consists of trough stones on the one hand and separate drainage stones on the other hand, the drainage stone in each case having a longitudinal channel and a transverse channel which is transverse thereto and is formed therein at a distance from both end faces of the drainage stone.
  • a new type of discharge stone is used, which on the one hand has a longitudinal channel that matches the trough stones and a complete transverse channel, preferably arranged in the longitudinal center of the discharge stone. The discharge stone therefore has a complete transverse channel.
  • kit or the concrete blocks Another special feature of the kit or the concrete blocks is the design of the trough blocks. These have a board-like elevation on the side facing the seepage area, that is to say away from the pavement. This forms an improved limitation of the flow path for the surface water. In particular, it is avoided that if there is a large amount of water, it can run beyond the boundary outside the region of the transverse channels.
  • the trough stones and the discharge stones are coordinated with one another with regard to their dimensions, in particular of the same length and width.
  • the boundary is expediently designed such that a plurality of, in particular two, trough stones are positioned between adjacent discharge stones.
  • FIG. 1 shows a section of a soil cover with a boundary formed with concrete blocks according to the invention
  • FIG. 1 shows a side view of the soil cover with a boundary
  • 1 is a plan view of a concrete according to the invention
  • 4 is a side view of the concrete block according to FIG. 3
  • Fig. 5 is a plan view of another concrete block
  • Fig. 6 shows a vertical cut through the concrete block according to Fi g. 5th
  • the shaped concrete blocks according to the invention are used in the transition area from a ground cover to the surroundings of the ground cover.
  • the ground cover can be, for example, a pavement 10 or an asphalt surface.
  • the area surrounding the ground cover can be, for example, a parking area, a base area 11, a gravel area, a seepage area or a further ground cover or paving slab.
  • the boundary 12 is formed with trough stones 13 and discharge stones 14, which are preferably laid in a row with flush side surfaces oriented towards the paving slab.
  • the concrete blocks namely trough stones 13 and discharge stones 14, have a stone body 15 with a rectangular outline, which has upright side surfaces, namely longitudinal side surfaces 16, 17 and end surfaces 18, 19.
  • the longitudinal side surfaces 16 come to rest on side surfaces of the pavement 10 or form joints with them.
  • a transition surface 20 of the shaped concrete blocks facing the pavement 10 is laid flush with the pavement 10 (FIG. 2).
  • the paving slab 10 is preferably slightly inclined in the direction of the boundary 12.
  • the surroundings, in particular green area 11, can adjoin the boundary 12 in one plane with the paving slab 10 or offset relative to the latter.
  • the concrete blocks have a greater depth than that of the pavement 10 forming paving stones 21.
  • the shaped concrete blocks of the boundary 12 can also (in a known manner) be accommodated in a concrete substructure.
  • the top 21 of the trough stones 13 is formed in the area facing the paving slab 10 with the flat, horizontal and rectangular transition surface 20.
  • a longitudinal channel 22 adjoins this, which preferably corresponds to a partial surface of the lateral surface of a cylinder and which is oriented parallel to the longitudinal side surfaces 16, 17.
  • the trough 22 adjoins the elevation 23 opposite the transition surface 20.
  • the shaped concrete block In the transition area from the longitudinal channel 22 to the elevation 23, the shaped concrete block has an edge oriented in the longitudinal direction, which lies approximately in the plane of the paving slab 10.
  • the elevation 23 has an essentially U-shaped outer contour, the base leg 24 of the U-shaped contour being arranged parallel and elevated to the paving slab 10, the side leg 25 facing the longitudinal groove 22 is slightly inclined with respect to the vertical and the side leg - Angle 25 opposite side legs 26 connects flush to the longitudinal side surface 17 or is formed by this.
  • the side legs 25, 26 are each oriented downwards.
  • the side surface of the elevation 23 facing the longitudinal groove 22 has an arcuate transition 27 to the end surface 18 in plan view.
  • the underside of the trough stones 13 and discharge stones 14 has, in a known manner, a U-shaped recess 28 oriented in the longitudinal direction in order to achieve a composite effect with the substrate or a concrete substructure.
  • the transverse channel 32 Transverse to the longitudinal direction of the Leitsteins 14 extends in the direction of the axis of symmetry 31 of the Ableitstein 14, the transverse channel 32.
  • the boundary surfaces of the transverse channel are vertical or slightly diverging upward side surfaces 33, 34, a sloping in the direction of the longitudinal side surface 17, preferably flat discharge area 35 with a rectangular or trapezoidal surface and a transition region 36 formed from the transition surface 29 to the discharge region 35.
  • Transition area 36 is preferably flat or slightly curved.
  • the transverse trough 32 forms a depression of the longitudinal trough 22 which extends over the entire width of the longitudinal trough 22.
  • the transition from the longitudinal trough 22 to the discharge region 35 and transition region 36 is designed in a step-like manner, the side surfaces 33, 34 forming the approximately vertical staircase surfaces.
  • the discharge area 35 and transition area 36 run approximately horizontally.
  • the discharge area 35 and the side surfaces 33, 34 form a recess from the transition surface 30 and thus an (open at the top) opening in the region of the upper edge of the longitudinal side surface 17.
  • Water guided in the longitudinal channel 22 can flow into the The discharge area 35 and transition area 36 flow and is transported away from the longitudinal channel 22 through the opening 22 by means of the transverse channel 32 as a result of the gradient transverse to the longitudinal direction of the discharge stone 14 on the side opposite the pavement 10.
  • the underside of the discharge stone 14 is formed in a manner known for trough stones.
  • adjacent trough stones - with flush longitudinal side surfaces 16, 17, transition surfaces 20 and longitudinal channels 22 - have flush elevations 23 in such a way that they form a continuous increase.
  • a group of several trough stones 13 laid in this way with one another in a row comes into contact with an end face in the region of an end face 18, 19 18, 19 of a discharge stone 14.
  • the transition 27 of the trough stone of the group adjacent to the discharge stone 14 forms a taper of the elevation 23 in the direction of the discharge stone 14.
  • a discharge stone 14 is arranged between two adjacent depression stones 13.
  • two adjacent trough stones 13 have a transition 27 in the region of an end face 18 and, mirrored to the illustration in FIG. 3, a transition 27 to the end face 19.
  • only one trough stone 13, preferably with two transitions 27 in the region of the end faces 18, 19, can be arranged between two discharge stones 14.
  • the elevation 23 can have, for example, a curved or polygonal outer contour.
  • the shape of the transverse channel 32 and the position of the transverse channel can be varied as desired. For example, this can also pass directly from the discharge area 35 into an end face 18, 19, in which case a side face 34, 35 can be formed by an adjacent trough stone 13.
  • the dimensions of the shaped concrete blocks in the longitudinal direction, ie in the direction of the longitudinal channel 22, are preferably identical for trough stones 13 and discharge stones 14. In this way, these can be laid in a uniform grid.
  • the extension of the shaped concrete blocks across the longitudinal channel is preferably greater than their longitudinal extension.
  • the longitudinal side surfaces 16, 17 preferably have a length of 300 mm, the end surfaces have a width of 390 mm.
  • the width of the elevation 23 is approximately 120 mm and its height is 120 mm.
  • the discharge stones 14 preferably have a smaller width than the trough stones 13, for example 320 mm, so that when laying according to FIG. 1 the longitudinal side surfaces 17 of the discharge stones 14 are offset relative to the long side surfaces 17 of the trough stones 13 (in the direction of the soil cover 10) are.

Landscapes

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

Abstract

On utilise des agglomérés de béton, notamment des blocs en auge (13) et des blocs à rigole d'assèchement (14) pour délimiter (12) un pavage (10) dans la zone de transition vers une surface verte (11). Les agglomérés de béton disposent d'une rigole longitudinale (22) (continue) et éventuellement plusieurs rigoles transversales (32) permettant le guidage ciblé et la déviation de liquides s'accumulant sur le pavage. La difficulté réside dans le signalement (visuel) de la limite formée par les blocs en auge (13) et les blocs à rigole d'assèchement (14). Les blocs en auge (13) disposent d'une surélévation (23) qui constitue une limite externe nettement visible. Les agglomérés de béton et le kit conviennent à la délimitation de revêtements de la terre.
EP99934534A 1998-07-17 1999-06-24 Agglomere de beton dote d'une surelevation et kit d'agglomere de beton Withdrawn EP1099026A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19832126A DE19832126B4 (de) 1998-07-17 1998-07-17 Bausatz aus Betonformsteinen als Begrenzung von Erdreichabdeckungen
DE19832126 1998-07-17
PCT/EP1999/004389 WO2000004234A1 (fr) 1998-07-17 1999-06-24 Agglomere de beton dote d'une surelevation et kit d'agglomere de beton

Publications (1)

Publication Number Publication Date
EP1099026A1 true EP1099026A1 (fr) 2001-05-16

Family

ID=7874368

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99934534A Withdrawn EP1099026A1 (fr) 1998-07-17 1999-06-24 Agglomere de beton dote d'une surelevation et kit d'agglomere de beton

Country Status (5)

Country Link
EP (1) EP1099026A1 (fr)
AU (1) AU5028599A (fr)
CA (1) CA2324592A1 (fr)
DE (1) DE19832126B4 (fr)
WO (1) WO2000004234A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011000639A1 (de) 2011-02-10 2012-08-16 Aicheler & Braun Gmbh Randstein und Verfahren zur Herstellung einer Randsteinanordnung
CN102839744A (zh) * 2012-09-12 2012-12-26 北京建筑工程学院 一种新型植被浅沟及其用于处理径流雨水的方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1813936A1 (de) * 1968-12-11 1970-07-02 Gruene Margret Begrenzungsstein,insbesondere fuer Rasenflaechen
DE2414674A1 (de) * 1974-03-27 1975-10-16 Niederdreisbacherhuette Gmbh Bodenplatte
DE2726938A1 (de) * 1977-06-15 1979-01-04 Adam Faulstich Profilbord zur kennzeichnung und begrenzung von verkehrsflaechen
DE2944622C2 (de) * 1979-11-05 1982-08-19 Georg 2807 Achim Neumann Formstein am Straßenrand
DE19501109A1 (de) * 1995-01-16 1996-07-18 Sf Koop Gmbh Beton Konzepte Pflanzbeet mit Umfassung aus Beton-Formsteinen
DE19522982A1 (de) * 1995-06-28 1997-01-02 Sf Koop Gmbh Beton Konzepte Bausatz aus Betonformsteinen für Erdreichabdeckungen
DE29622081U1 (de) * 1996-04-11 1997-08-21 Betonwerk Kwade GmbH & Co. KG, 48465 Schüttorf Hilfsvorrichtung für eine Verlegung von insbesondere Betonformsteinen

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0004234A1 *

Also Published As

Publication number Publication date
AU5028599A (en) 2000-02-07
CA2324592A1 (fr) 2000-01-27
WO2000004234A1 (fr) 2000-01-27
DE19832126A1 (de) 2000-01-20
DE19832126B4 (de) 2008-08-28

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