WO2005040501A1 - Reservoir de drainage a tuyau de rinçage - Google Patents
Reservoir de drainage a tuyau de rinçage Download PDFInfo
- Publication number
- WO2005040501A1 WO2005040501A1 PCT/DE2004/002282 DE2004002282W WO2005040501A1 WO 2005040501 A1 WO2005040501 A1 WO 2005040501A1 DE 2004002282 W DE2004002282 W DE 2004002282W WO 2005040501 A1 WO2005040501 A1 WO 2005040501A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- pipe
- tank
- drainage
- drainage tank
- wall
- Prior art date
Links
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
- E03F1/005—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via box-shaped elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
- E02B11/005—Drainage conduits
Definitions
- the invention relates to a drainage tank according to the preamble of claim 1.
- Such drainage tanks are known from EP 1 260 640 A1. Dirt particles, which are introduced into the trench with the water, can possibly lead to a "sanding" of the lower area of the trench over a period of several years. With an inlet opening provided only in the tank wall, the water flowing into the tank carries sediments with it that are distributed undefined in the tank and can settle in hard-to-reach places. In comparison, the pipe extending into the tank creates a defined area in which the sediments can settle.
- the invention has for its object to provide a drainage tank that can be kept sediment-free over a long period of time, with as little maintenance as possible.
- the invention proposes to provide the drainage tank with a pipe through which the water is introduced into the tank.
- the water leaves the pipe through corresponding through openings, which are provided in an upper section of the pipe wall, while possibly in
- Water sediments contaminate and be retained in the lower, tub-like section of the pipe cross-section.
- the sediments therefore do not reach the tank area, or only to a considerably reduced extent, which is outside the pipe.
- the pipe can be flushed through at regular intervals. It acts with its lower, closed-walled section as a gutter, so that the sediments are discharged from the pipe and thus from the drainage tank together with the flushing liquid.
- the tube can advantageously pass through the tank and have a sleeve end and a pointed end, at least one of these two ends projecting beyond the remaining dimensions of the actual drainage tank.
- two identical drainage tanks can be coupled in that the two pipes of these two tanks are connected to one another in a manner known per se with socket ends and spigot ends, so that overall the two pipes form a longer overall pipe.
- the tank or a trench formed from it is therefore completely penetrated by the pipe, so that sediments, when they come out of the front of the pipe of a tank, cannot get into the rest of the tank, but rather into the connecting pipe of the neighboring tank.
- a trench which consists of a large number of drainage tanks, only a few drainage tanks need to be equipped with the sediment pipe described, namely only the drainage tanks that connect to the water inlet, so that the sediment pipe extends from this water inlet. going through the length or width of the trench and at the other end, for example, connected to a flushing shaft.
- both ends of the tank are broken through in the drainage tanks according to the invention, since the sediment pipe extends through the tank, sufficient pressure stability, for example to ensure that the drainage tank can be driven over, can be ensured by additional walls provided in the interior of the tank, whereby at least one such support wall is provided.
- the pressure stability ensures the mechanical stability of the tank, preventing the walls from being damaged, which could lead to undesired penetration of soil and thus uncontrolled penetration of sediments.
- such a support wall is provided within the drainage tank where the outside diameter of the drainage pipe changes, namely in the transition from the socket area to the remaining pipe diameter.
- the mentioned support wall inside the drainage tank can therefore create a stop for the socket end of the pipe.
- Tightness of the entire pipe formed from individual pipes is guaranteed and thus ensures that sediments do not escape unintentionally at the connection points of the individual pipes and can reach the areas of the tank surrounding the pipe.
- FIG. 1 is a perspective view of a drainage tank with the cover wall removed
- 2 is a view of the end wall of the drainage tank of FIG. 1 and into the tube
- Fig. 3 is a view similar to Fig. 1, but on a larger scale and on the socket end of the pipe, Fig. 4 two identical drainage tanks, arranged adjacent to each other, and
- 1 designates a drainage tank. This has two end walls 2 and 3 and side walls 4, a bottom wall and a cover wall 5.
- the cover wall 5 is removed in FIG. 1 and it can be seen that the drainage tank 1 is penetrated by a tube 6.
- the tube 6 has a protruding beyond the drainage tank 1
- a plurality of through openings 9 is provided, while a lower section 10 of the pipe wall is closed like a trough.
- FIG. 1 Furthermore, it can be seen from FIG. 1 that a multiplicity of supporting walls 11 are provided within the drainage tank 1.
- Fig. 2 shows a view of the end wall 2 of the drainage tank 1, which receives the sleeve end 8 of the pipe 6.
- Opening in this end wall 2 is larger than that in the opposite end wall 3, since the tube 6 has a larger diameter in the area of its sleeve end 8 than in its rest.
- Fig. 3 shows that the end wall 2 adjacent support wall 11 forms a stop for the sleeve end 8 of the tube 6, so that it is technically simple to first create the drainage tank 1 from its various walls, then to drill through the walls and the
- Insert pipe 6 whereby it automatically with its sleeve 2 to the support wall 11 shown in FIG. 2, so that there is accordingly a defined projection of the pipe tip end over the end wall 3.
- FIG. 4 shows two similar drainage tanks 1, the tip end 7 of the left drainage tank 1 protruding and can be inserted into the socket end of the pipe of the drainage tank 1 shown on the right.
- FIG. 5 shows the two drainage tanks 1 of FIG. 4 in the assembled state, the front end 7 of the associated pipe 6 projecting over the end wall 3 of the right tank 1 being shown here.
- the drainage tanks 1 shown can be part of a substantially larger drainage system, in which case a large number of similar, but pipe-free drainage tanks are used, which are all provided with a water-permeable coating in order to absorb water first and then on to give up the surrounding soil again.
- the pipes can be connected at their end to a rinsing shaft, in which the sediment is collected and from which it can be drawn off, for example sucked off, in a manner known per se.
- a filter is preferably provided in front of the trench, so that sediment deposition within the trench is limited as much as possible and flushing of the trench and in particular the pipes 6 is only necessary in correspondingly long periods of time.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)
- Sewage (AREA)
Abstract
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10348280.6 | 2003-10-17 | ||
DE2003148280 DE10348280A1 (de) | 2003-10-17 | 2003-10-17 | Drainage-Tank mit Spülrohr |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2005040501A1 true WO2005040501A1 (fr) | 2005-05-06 |
Family
ID=34484785
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE2004/002282 WO2005040501A1 (fr) | 2003-10-17 | 2004-10-14 | Reservoir de drainage a tuyau de rinçage |
Country Status (2)
Country | Link |
---|---|
DE (2) | DE20321648U1 (fr) |
WO (1) | WO2005040501A1 (fr) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7468134B2 (en) * | 2005-01-10 | 2008-12-23 | Hung Hoang | See-thru self cleaning biological filter system for aqua-culture |
EP1690989A3 (fr) * | 2005-02-11 | 2009-11-25 | REHAU AG + Co | Dispositif d'infiltration |
US8936721B2 (en) | 2011-08-05 | 2015-01-20 | Hayward Industries, Inc. | Unitary filter tank and an underdrain for filtering a body of water |
WO2015069098A1 (fr) * | 2013-11-05 | 2015-05-14 | Asbipro Handel En Productie B.V. | Système de drainage et élément de drainage modulaire |
US9108126B2 (en) | 2011-08-05 | 2015-08-18 | Hayward Industries, Inc. | Unitary filter tank and an underdrain for filtering a body of water |
AU2017201781B1 (en) * | 2016-06-13 | 2017-08-03 | Thomas Cherimulla Itty | Modular drainage assembly and drainage unit therefor |
EP3460133A1 (fr) * | 2017-09-22 | 2019-03-27 | Enregis GmbH | Système d'infiltration |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202018102403U1 (de) | 2018-04-30 | 2018-05-28 | Funke Kunststoffe Gmbh | Bausatz zur Herstellung einer Rigole, und Drainagetank mit separatem Bahnelement |
DE202018102392U1 (de) | 2018-04-30 | 2018-05-25 | Funke Kunststoffe Gmbh | Bausatz zur Herstellung einer Rigole, und Drainagetank mit separatem Spülrohr |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3878685A (en) * | 1970-03-11 | 1975-04-22 | Hancock Brick & Tile Co | Septic tank drainage tile |
US4188154A (en) * | 1977-08-23 | 1980-02-12 | Cellsystem Ag | Apparatus for watering and draining soil |
DE19705824A1 (de) * | 1997-02-15 | 1998-08-20 | Detlef Friebe | Element zum Versickern einer Flüssigkeit |
EP0943737A1 (fr) * | 1998-03-18 | 1999-09-22 | Wavin B.V. | Boitier d'irrigation et de drainage |
NL1013571C1 (nl) * | 1999-11-12 | 2001-05-15 | Waco Liesbosch Beton B V | Afvoerelement voor het afvoeren van een vloeistof, en daarvan gevormd afvoerstelsel. |
EP1260640A1 (fr) * | 2001-05-16 | 2002-11-27 | FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG | Unité d'infiltration |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20002627U1 (de) * | 2000-02-15 | 2000-05-04 | Kirchner Fraenk Rohr | Sickereinrichtung mit Filtereinrichtung |
DE20204171U1 (de) * | 2002-03-18 | 2002-06-27 | 2 H Kunststoff Gmbh | Wasserspeicherelement für den Erdeinbau |
EP1416099B1 (fr) * | 2002-10-31 | 2008-09-17 | Polypipe Civils Limited | Système de drainage d'eau souterraine |
DE20303343U1 (de) * | 2003-03-01 | 2003-06-12 | Hauraton Betonwaren | Versickerungssystem |
-
2003
- 2003-10-17 DE DE20321648U patent/DE20321648U1/de not_active Expired - Lifetime
- 2003-10-17 DE DE2003148280 patent/DE10348280A1/de not_active Withdrawn
-
2004
- 2004-10-14 WO PCT/DE2004/002282 patent/WO2005040501A1/fr active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3878685A (en) * | 1970-03-11 | 1975-04-22 | Hancock Brick & Tile Co | Septic tank drainage tile |
US4188154A (en) * | 1977-08-23 | 1980-02-12 | Cellsystem Ag | Apparatus for watering and draining soil |
DE19705824A1 (de) * | 1997-02-15 | 1998-08-20 | Detlef Friebe | Element zum Versickern einer Flüssigkeit |
EP0943737A1 (fr) * | 1998-03-18 | 1999-09-22 | Wavin B.V. | Boitier d'irrigation et de drainage |
NL1013571C1 (nl) * | 1999-11-12 | 2001-05-15 | Waco Liesbosch Beton B V | Afvoerelement voor het afvoeren van een vloeistof, en daarvan gevormd afvoerstelsel. |
EP1260640A1 (fr) * | 2001-05-16 | 2002-11-27 | FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG | Unité d'infiltration |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7468134B2 (en) * | 2005-01-10 | 2008-12-23 | Hung Hoang | See-thru self cleaning biological filter system for aqua-culture |
EP1690989A3 (fr) * | 2005-02-11 | 2009-11-25 | REHAU AG + Co | Dispositif d'infiltration |
US8936721B2 (en) | 2011-08-05 | 2015-01-20 | Hayward Industries, Inc. | Unitary filter tank and an underdrain for filtering a body of water |
US9108126B2 (en) | 2011-08-05 | 2015-08-18 | Hayward Industries, Inc. | Unitary filter tank and an underdrain for filtering a body of water |
WO2015069098A1 (fr) * | 2013-11-05 | 2015-05-14 | Asbipro Handel En Productie B.V. | Système de drainage et élément de drainage modulaire |
AU2017201781B1 (en) * | 2016-06-13 | 2017-08-03 | Thomas Cherimulla Itty | Modular drainage assembly and drainage unit therefor |
WO2017214664A1 (fr) * | 2016-06-13 | 2017-12-21 | Thomas Cherimulla Itty | Ensemble de drainage modulaire et son unité de drainage |
EP3460133A1 (fr) * | 2017-09-22 | 2019-03-27 | Enregis GmbH | Système d'infiltration |
Also Published As
Publication number | Publication date |
---|---|
DE20321648U1 (de) | 2008-11-13 |
DE10348280A1 (de) | 2005-05-25 |
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