EP1528168A2 - Rigole pour stockage intermédiaire de liquide, en particulier l'eau de pluie - Google Patents
Rigole pour stockage intermédiaire de liquide, en particulier l'eau de pluie Download PDFInfo
- Publication number
- EP1528168A2 EP1528168A2 EP04024980A EP04024980A EP1528168A2 EP 1528168 A2 EP1528168 A2 EP 1528168A2 EP 04024980 A EP04024980 A EP 04024980A EP 04024980 A EP04024980 A EP 04024980A EP 1528168 A2 EP1528168 A2 EP 1528168A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- filter layer
- trench
- liquid
- rigole
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
Definitions
- the invention relates to a rig for caching liquid, especially rainwater, the surface of the trench volume at least partially covered by a filter layer and at least one primary infiltration area and at least one secondary infiltration area includes.
- Such rigs are mainly used as infiltration systems for Rainwater used and gain in municipal drainage planning increasingly important.
- the trenches must be permanently the Ensure drainage. Especially if the trench is under one sealed area, such as a street or a parking lot, arranged, a decades-long functioning must be guaranteed be, because renovations in these areas are particularly costly and are costly.
- a generic trench is for example from DE 101 23 754 A1 known.
- a surface area of the surface of the trench volume understood by the newly installed rig of the Most of the rainwater seeped by gravity. At a cuboidal trench this is the substantially horizontally extending, plane floor surface of the trench. In addition, a part of the rainwater occurs but also on the side surfaces of the trench. These side surfaces form therefore secondary infiltration areas in the sense of the present application. Usually, as the total infiltration active area cuboidal rigole the area of the floor area plus a quarter of the surface area of the lateral surfaces of the trench.
- the invention also relates to trenches with non-cuboid shape. These can also be primary and secondary infiltration surfaces differ. Under a primary infiltration surface is general understood a leaching area through which the rain water following gravity downwards while passing through a secondary infiltration surface is pushed laterally.
- the filter layer mainly has the function of penetrating from the soil that has been flushed out into the trench prevent. However, these debris are not a problem as they at the next rain from that collected in the trench and from this emerging rainwater are again detached from the filter layer.
- a trench of the beginning mentioned type in which at least a part of the Rigolenvolumen facing away from the filter layer a liquid-conducting Layer is provided, which is at least one Section of a secondary infiltration surface up to at least one Section of a primary infiltration surface extends.
- the filter layer and / or these further filter layer may be formed by a nonwoven layer.
- the filter layer, the liquid-conducting layer and possibly the further filter layer joined together to form a prefabricated drainage unit are.
- this drainage unit takes the overall shape of a flexible Mat on, in a simple way around the corners and edges of the trench can be put around.
- cuboid Rigulas is the flexibility of the fluid-conducting layer and that with it formed drainage unit of great importance to the liquid from the Range of secondary seepage areas, i. the side surfaces, in Essentially trouble-free in the field of primary Infiltration areas, i. the ground surface to be able to conduct.
- the drainage unit as a total in the To form essentially rigid plate.
- the liquid-conducting Layer for example, of one, preferably made of plastic, Be formed grid structure.
- plates which from loose poured and glued together at the contact points Balls, for example made of polystyrene, are made. With these plates The fluid can exist through between the balls Between spaces flow.
- mineral drainage layers use, for example, embedded between two filter layers Gravel layer.
- the trench volume a plurality of Rigolenteilvolumina comprises, whose surface at least partially adjacent to each other. This can reduce the size of the Area of secondary infiltration areas with the same volume of trench be enlarged. This has a positive effect in particular the infiltration performance of the trench when the primary infiltration surfaces this rigging in consequence of sedimentation in essence are completely blocked.
- each of these Trench elements form a separate Rigolenteilvolumen and at least in the area of its bottom surface as well as its side surfaces with a Be provided filter layer and a liquid-conducting layer. It is also possible with the filter layer and the liquid-conducting Layer provided trench element as a prefabricated unit provide.
- a trench according to the invention is generally designated 10.
- she is composed of a plurality of Rigolen hypolligenn 12, in the Soil 14 below a sealed surface 16, for example a Street, a parking lot or the like, are arranged. That on the Surface 16 descending rainwater 32 is collected at Gullies 18, in Vortheses owneden 20, for example, a sludge bucket, prepurified and then via a feed line 22 into the trench 10th initiated.
- the trench is at its outer Surface 10a covered with a filter layer 24, for example, from Fleece can be formed.
- a filter layer 24 for example, from Fleece can be formed.
- a liquid-conducting layer 26th provided, the surface facing away from the filter layer 24 advantageously is covered by another filter layer 28.
- the filter layer 24, the liquid-conducting layer 26 and the further filter layer 28 may be assembled into a prefabricated drainage unit 30.
- the trench 10 is in the embodiment shown in the figures a rectangular rig, whose surface 10a has a bottom surface 10c and Side surfaces 10d includes.
- the bottom surface 10c forms a case in this case Primary infiltration surface of the trench 10, as that through from the trench Emerging rainwater 32 following gravity immediately in the soil 14th can infiltrate.
- the side surfaces 10d form secondary infiltration surfaces, since the water 32 passing through them still remains along the side surface 10d of the trench 10 must run down before it can seep into the soil 14.
- the primary infiltration surfaces 10c retain the secondary infiltration surfaces 10d their permeability, as attached to them due to their essentially vertical orientation #lower sediment can attach. Therefore, the rainwater 32 through the secondary Leakage surfaces 10 c and the filter layer 24 pass through and enters the liquid-conducting layer 26. This is shown in Fig. 2 by the Flow arrows indicated 36a.
- the liquid-conducting layer 26 acts as a bypass for the primary infiltration area blocked by the sediment 34 10c and directs the rainwater 32 on the outside of the filter layer 24 in the area of the primary infiltration surface 10c. This is in Fig. 2 indicated by the flow arrow 36b.
- the trench 10 according to the invention also retains 10 when the primary infiltration surface 10c has its liquid permeability or infiltration capability due to the sediment layer 34 completely has lost at least a large part of its initial infiltration in that the rainwater 32 over the secondary infiltration surfaces 10 d and the liquid-conducting layer 26, which bypasses as the sediment layer 34 acts in the region of the primary infiltration surface 10c passes, due to the influence of gravity especially seepage is effective.
- FIG. 3 and 4 is another embodiment of an inventive Rigole represented essentially the embodiment corresponds to FIG. 1 and 2. Therefore, in Figs. 3 and 4 are analogous part provided with the same reference numerals as in Figs. 1 and 2, however increased by the number 100. Furthermore, the embodiment of FIG. 3 and 4 are described below insofar as they differ from the Embodiment according to FIGS. 1 and 2 differs to the description thereof otherwise expressly referred to.
- the trench 110 according to FIGS. 3 and 4 differs from the trench 10 1 and 2 only in that the trench volume 110b in a plurality of stock part volumes 110b1, 110b2, 110b3 is divided.
- the trench sub-volumes 110b1, 110b2, 110b3 adjoin one another however, at least partially at the adjoining surfaces separated by a prefabricated drainage unit 130 '.
- a prefabricated drainage unit 130 ' a prefabricated drainage unit 130 '.
- the liquid-conducting layer 126 ' is each two of the Rigolenteilvolumina 110b1, 110b2 assigned. Further forms the filter layer 124 'of the prefabricated drainage unit 130' the filter layer one part of the tube part 110b1, while the other filter layer 128 ' the prefabricated drainage unit 130 'the filter layer of the other Trigol part volume 110b2 forms.
- the transition of the prefabricated Drainage unit 130 ', between two adjacent Rigolenteilvolumina 110b1, 110b2, to the prefabricated drainage unit 130, which is the bottom surface of the trench 110, i. the primary infiltration area 110c of this rig 110 is arranged adjacent realized thereby be that a strip of the filter layer 124 of the drainage unit 130th whose width is substantially equal to the thickness d of the drainage unit 130 ' corresponds, and this drainage unit 130 'on impact on the drainage unit 130th get up.
- the connection of the two drainage units 130, 130 'by fastening means for example brackets, Bonding and the like, to be secured. In this way creates a substantially flow resistance free transition from the liquid-conducting layer 126 'of the drainage unit 130' to the liquid-conducting Layer 126 of the drainage unit 130.
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)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10351240 | 2003-11-03 | ||
DE2003151240 DE10351240A1 (de) | 2003-11-03 | 2003-11-03 | Rigole |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1528168A2 true EP1528168A2 (fr) | 2005-05-04 |
EP1528168A3 EP1528168A3 (fr) | 2006-01-04 |
EP1528168B1 EP1528168B1 (fr) | 2012-07-11 |
Family
ID=34399655
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20040024980 Expired - Lifetime EP1528168B1 (fr) | 2003-11-03 | 2004-10-20 | Rigole pour stockage intermédiaire de liquide, en particulier l'eau de pluie |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1528168B1 (fr) |
DE (1) | DE10351240A1 (fr) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1764446A1 (fr) * | 2005-09-19 | 2007-03-21 | REHAU AG + Co | Dispositif d'irrigation |
DE102017122055A1 (de) * | 2017-09-22 | 2019-03-28 | ENREGIS GmbH | Versickerungssystem |
EP3812522A1 (fr) * | 2019-10-24 | 2021-04-28 | REHAU AG + Co | Procédé de prévision d'un état de fonctionnement d'un système de gestion de fluide |
CN113144682A (zh) * | 2021-04-23 | 2021-07-23 | 龙海市仁吉建材有限公司 | 一种石材加工后石粉残渣的沉降后处理方法 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10123754A1 (de) | 2001-05-16 | 2002-12-05 | Kirchner Fraenk Rohr | Rigolenanordnung sowie Rigolenbauteil zu dessen Aufbau |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2600302B2 (ja) * | 1988-06-29 | 1997-04-16 | 三菱樹脂株式会社 | 雨水浸透桝 |
JP2617129B2 (ja) * | 1989-02-23 | 1997-06-04 | 東急建設株式会社 | 地下浸透装置の施工方法 |
DE9216555U1 (de) * | 1992-12-04 | 1993-01-28 | Häsch, Hans, 8157 Dietramszell | Sickergrube |
AUPM294493A0 (en) * | 1993-12-14 | 1994-01-13 | Urriola, Humberto | Underground drainage system |
DE19547379C2 (de) * | 1995-12-19 | 1999-11-18 | Martin Bullermann | Regenwasserspeicher |
AUPP884399A0 (en) * | 1999-02-24 | 1999-03-25 | Urriola, Christian | Drainage Structures |
-
2003
- 2003-11-03 DE DE2003151240 patent/DE10351240A1/de not_active Withdrawn
-
2004
- 2004-10-20 EP EP20040024980 patent/EP1528168B1/fr not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10123754A1 (de) | 2001-05-16 | 2002-12-05 | Kirchner Fraenk Rohr | Rigolenanordnung sowie Rigolenbauteil zu dessen Aufbau |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1764446A1 (fr) * | 2005-09-19 | 2007-03-21 | REHAU AG + Co | Dispositif d'irrigation |
DE102017122055A1 (de) * | 2017-09-22 | 2019-03-28 | ENREGIS GmbH | Versickerungssystem |
EP3812522A1 (fr) * | 2019-10-24 | 2021-04-28 | REHAU AG + Co | Procédé de prévision d'un état de fonctionnement d'un système de gestion de fluide |
CN113144682A (zh) * | 2021-04-23 | 2021-07-23 | 龙海市仁吉建材有限公司 | 一种石材加工后石粉残渣的沉降后处理方法 |
Also Published As
Publication number | Publication date |
---|---|
EP1528168B1 (fr) | 2012-07-11 |
DE10351240A1 (de) | 2005-06-02 |
EP1528168A3 (fr) | 2006-01-04 |
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