WO2000004234A1 - Betonformstein mit erhöhung und bausatz aus betonformsteinen - Google Patents
Betonformstein mit erhöhung und bausatz aus betonformsteinen Download PDFInfo
- Publication number
- WO2000004234A1 WO2000004234A1 PCT/EP1999/004389 EP9904389W WO0004234A1 WO 2000004234 A1 WO2000004234 A1 WO 2000004234A1 EP 9904389 W EP9904389 W EP 9904389W WO 0004234 A1 WO0004234 A1 WO 0004234A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- stones
- trough
- longitudinal
- discharge
- kit according
- Prior art date
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
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU50285/99A AU5028599A (en) | 1998-07-17 | 1999-06-24 | Shaped concrete block with raised area and shaped concrete block kit |
EP99934534A EP1099026A1 (de) | 1998-07-17 | 1999-06-24 | Betonformstein mit erhöhung und bausatz aus betonformsteinen |
CA002324592A CA2324592A1 (en) | 1998-07-17 | 1999-06-24 | Shaped concrete block with raised area and shaped concrete block kit |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19832126.0 | 1998-07-17 | ||
DE19832126A DE19832126B4 (de) | 1998-07-17 | 1998-07-17 | Bausatz aus Betonformsteinen als Begrenzung von Erdreichabdeckungen |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2000004234A1 true WO2000004234A1 (de) | 2000-01-27 |
Family
ID=7874368
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP1999/004389 WO2000004234A1 (de) | 1998-07-17 | 1999-06-24 | Betonformstein mit erhöhung und bausatz aus betonformsteinen |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1099026A1 (de) |
AU (1) | AU5028599A (de) |
CA (1) | CA2324592A1 (de) |
DE (1) | DE19832126B4 (de) |
WO (1) | WO2000004234A1 (de) |
Families Citing this family (2)
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 |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2944622A1 (de) * | 1979-11-05 | 1981-05-07 | Georg 2807 Achim Neumann | Bordstein, insbesondere fuer wohn- und siedlungsstrassen |
DE19522982A1 (de) * | 1995-06-28 | 1997-01-02 | Sf Koop Gmbh Beton Konzepte | Bausatz aus Betonformsteinen für Erdreichabdeckungen |
Family Cites Families (5)
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 |
DE19501109A1 (de) * | 1995-01-16 | 1996-07-18 | Sf Koop Gmbh Beton Konzepte | Pflanzbeet mit Umfassung aus Beton-Formsteinen |
DE29622081U1 (de) * | 1996-04-11 | 1997-08-21 | Betonwerk Kwade GmbH & Co. KG, 48465 Schüttorf | Hilfsvorrichtung für eine Verlegung von insbesondere Betonformsteinen |
-
1998
- 1998-07-17 DE DE19832126A patent/DE19832126B4/de not_active Expired - Fee Related
-
1999
- 1999-06-24 WO PCT/EP1999/004389 patent/WO2000004234A1/de not_active Application Discontinuation
- 1999-06-24 CA CA002324592A patent/CA2324592A1/en not_active Abandoned
- 1999-06-24 AU AU50285/99A patent/AU5028599A/en not_active Abandoned
- 1999-06-24 EP EP99934534A patent/EP1099026A1/de not_active Withdrawn
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2944622A1 (de) * | 1979-11-05 | 1981-05-07 | Georg 2807 Achim Neumann | Bordstein, insbesondere fuer wohn- und siedlungsstrassen |
DE19522982A1 (de) * | 1995-06-28 | 1997-01-02 | Sf Koop Gmbh Beton Konzepte | Bausatz aus Betonformsteinen für Erdreichabdeckungen |
Also Published As
Publication number | Publication date |
---|---|
CA2324592A1 (en) | 2000-01-27 |
AU5028599A (en) | 2000-02-07 |
DE19832126B4 (de) | 2008-08-28 |
EP1099026A1 (de) | 2001-05-16 |
DE19832126A1 (de) | 2000-01-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE19747421A1 (de) | (Beton-)Pflasterstein, Bausatz aus (Beton-)Pflastersteinen und Vorrichtung zum Herstellen derselben | |
DE3632620C2 (de) | ||
DE4036444B4 (de) | Plattenförmiger Pflasterstein | |
DE10001967A1 (de) | Bausatz aus Formsteinen zur Erstellung von Erdreichabdeckungen | |
EP0469265B1 (de) | Entwässerung für eine seitlich von einem Bordstein begrenzte Fahrbahn | |
CH674997A5 (en) | Square concrete paving slab | |
DE3320034A1 (de) | Bauelement zum herstellen eines tragbelages oder dgl. | |
EP1099026A1 (de) | Betonformstein mit erhöhung und bausatz aus betonformsteinen | |
DE4221900A1 (de) | Kunststeinelement | |
DE19733286A1 (de) | Bodenplatte, insbesondere Pflasterstein sowie Kunstraseneinsatz für eine solche Bodenplatte | |
EP2213798B1 (de) | Formstein und Verkehrsfläche mit Formstein | |
EP2728077B1 (de) | Gerinne zur Abfuhr von Oberflächenwässern | |
DE2849168A1 (de) | Vorrichtung zur ausgerichteten halterung von platten | |
EP0835345A1 (de) | Bausatz aus betonformsteinen für erdreichabdeckungen | |
EP2331752B1 (de) | Erdreichabdeckung aus formsteinen | |
EP1181413B1 (de) | Formstein | |
DE29712833U1 (de) | Formstein aus Beton für Drainagepflasterung im Verbund | |
EP1660731B1 (de) | Abdeckrost | |
DE2239556C3 (de) | Randeinfassung für Flachdächer o.dgl. | |
AT1506U1 (de) | Bodenbelagselement | |
DE202010002924U1 (de) | Bodenplatten- oder Pflastersteinsystem sowie unter Verwendung dieses Systems hergestellte befestigte oder gepflasterte Fläche | |
DE10006364A1 (de) | Formstein | |
DE19820368A1 (de) | Pflasterung für Parkplätze längs eines Grün-, Gewächs- und Baumstreifens | |
DE202017002433U1 (de) | Bausatz mit Betonelementen | |
DE2831751A1 (de) | Pflasterstein aus beton oder aehnlichen materialien, pflasterung aus solchen pflastersteinen sowie verfahren zum herstellen der pflasterung |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AK | Designated states |
Kind code of ref document: A1 Designated state(s): AU CA IS NO PL US |
|
AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): AT BE CH CY 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: 1999934534 Country of ref document: EP |
|
ENP | Entry into the national phase |
Ref document number: 2324592 Country of ref document: CA |
|
WWE | Wipo information: entry into national phase |
Ref document number: 09674751 Country of ref document: US |
|
WWP | Wipo information: published in national office |
Ref document number: 1999934534 Country of ref document: EP |
|
NENP | Non-entry into the national phase |
Ref country code: CA |
|
WWW | Wipo information: withdrawn in national office |
Ref document number: 1999934534 Country of ref document: EP |