DE102007024990A1 - Rain water infiltration device for use in building, has spacer pipe and filter pipe realized in user defined or preset length, bore hole with annular space filled with soil, and filter pipe surrounded by filter gravels and adjoined to earth - Google Patents
Rain water infiltration device for use in building, has spacer pipe and filter pipe realized in user defined or preset length, bore hole with annular space filled with soil, and filter pipe surrounded by filter gravels and adjoined to earth Download PDFInfo
- Publication number
- DE102007024990A1 DE102007024990A1 DE102007024990A DE102007024990A DE102007024990A1 DE 102007024990 A1 DE102007024990 A1 DE 102007024990A1 DE 102007024990 A DE102007024990 A DE 102007024990A DE 102007024990 A DE102007024990 A DE 102007024990A DE 102007024990 A1 DE102007024990 A1 DE 102007024990A1
- Authority
- DE
- Germany
- Prior art keywords
- filter
- pipe
- tube
- soil
- rainwater
- 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- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
Abstract
Description
Die Erfindung betrifft eine Vorrichtung zum Speichern und Versickern von anfallendem Regenwasser auf einen Ortsbedingten begrenzten Raum bei ungünstigen netztechnischen und Geohydrologischen Standorten, bestehend aus einem Rohr T-Stück, wo an der einen horizontalen Anschlussmöglichkeit sich der Wasserzulauf befindet. Sowie an der weiteren horizontalen Anschlussmöglichkeit, mit einem Bogen, eine Entlüftung an der Erdoberfläche mündet. An der Vertikalen Anschlussmöglichkeit sind in der Reihenfolge angeschlossen, ein Distanzrohrstück, ein Filterrohr und ein Rohrstück mit Verschlussdeckel.The The invention relates to a device for storing and seeping from accumulating rainwater to a localized limited space unfavorable network and geohydrological sites, consisting of a tube tee, where at one horizontal Connection possibility is the water inlet. Such as at the other horizontal connection possibility, with a Arch, a vent opens at the surface of the earth. At the vertical connection option are in order connected, a spacer tube piece, a filter tube and a piece of pipe with cap.
Zum
bekannten Stand der Technik gehören Versickerungsvorrichtungen
wie beschrieben in
Die Nachteile dieser beiden genannten Systeme bestehen darin, dass umfangreiche Erdarbeiten nötig sind, um diese Systeme einzubauen. Sowie der Nachteil das diese Systeme teils größere Flächen benötigen. Als auch das Sie meist in unmittelbarer nähe der Erdoberfläche eingebaut sind, was zur folge hat, dass diese Systeme mit einem größeren Sicherheitsabstand zu Gebäuden sprich Kellern eingebaut werden müssen. Da bei zu geringem Sicherheitsabstand und bündigen Böden die Gefahr von Schichtenwasser bei der Versickerung besteht. Was zu Feuchtigkeitsproblemen, vor allem bei älteren Gebäuden mit unzureichender Isolierung führt.The Disadvantages of these two systems mentioned are that extensive Earthworks are needed to install these systems. Such as the disadvantage that these systems partly larger areas need. As well as you usually in the immediate vicinity of the Earth surface are installed, which has the consequence that these Systems with a greater safety distance Basements must be installed in buildings. As with too low safety distance and flush floors there is a risk of stratified water during infiltration. What to dampness problems, especially in older buildings with insufficient insulation leads.
Diese Aufgabe wird durch die Ausbildung der Regenwasserversickerungsvorrichtung gemäß den Patentansprüchen 1 oder 2 gelöst.These Task is by the formation of the rainwater seepage device solved according to claims 1 or 2.
Anfallendes Regenwasser wird über das Rohr T-Stück in die vertikale geleitet. Welches in der Reihenfolge durchläuft, Distanzrohrstück, Filterrohr, durch den Filterkies, an das Erdreich abgegeben wird. Zum Entlüftung und Rückspülen ist zur Oberfläche ein Entlüftungsrohr angebracht. Das Rohrstück mit Verschlussdeckel am unteren Ende des Filterrohrs dient als Sumpf zur Aufnahme von Grobstoffen. Das Ziel der Erfindung ist es, den Bauaufwand und die Kosten gegenüber, Rohre, Sickergruben, Sickerboxen, Rigolen und horizontalen Drainagen zu verringern. Die Aufgabe der Erfindung ist es auf einen durch die Lage oder auf begrenzt zur Verfügung stehenden Raum, anfallendes Regenwasser zu speichern und zu versickern. Erfindungsgemäß wird die Regenwasserversickerungsanlage in Erdbauweise mittels Erdbohrung vertikal, aus Kunststoff erstellt und besteht nach bedarf aus einer oder mehreren Regenwasserversickerungsrohren in einer Anlage.attack end Rainwater is poured over the pipe tee in the vertical headed. Which goes through in sequence Spacer tube, filter tube, through the filter gravel, on the soil is released. For venting and backwashing is attached to the surface of a vent pipe. The pipe section with cap at the bottom of the Filter tube serves as a sump for receiving coarse materials. The goal the invention is compared to the construction costs and the costs, Pipes, septic tanks, seepage boxes, trenches and horizontal drainage to reduce. The object of the invention is based on a the location or on limited space, accumulate accumulating rainwater and seep into it. According to the invention the rainwater infiltration system in earth construction by means of earth drilling vertically, made of plastic and consists of one as needed or several rainwater infiltration pipes in a plant.
Geringer Platzbedarf pro Versickerungsrohr. Mehrere Versickerungsrohre können auf relativ geringer Fläche untergebracht werden. Der Sicherheitsabstand entfällt praktisch, da durch das Distanzrohr die Versickerungsfläche unterhalb des tiefsten Punktes eines Gebäudes gelegt werden kann. Umfangreiche Erdarbeiten entfallen da mittels Erdbohrung nur der Boden zu Tage gefördert wird der für die Aufnahme des vertikalen Versickerungsrohrs unbedingt nötig ist. Es sind keine beweglichen Teile notwendig. Künstliches Material für Rohre aus Kunstoffen oder Schächte aus Beton können eingespart werden. Durch die Vertikale Anordnung der Regenwasserversickerungsvorrichtung entsteht ein positiver Nebeneffekt. Bei zunehmender Sättigung und höheren Füllstandes des Versickerungsrohres baut sich durch die Wassersäule ein natürlicher Druck auf, der die Versickerung beschleunigt.less Space required per percolation pipe. Several infiltration pipes can be housed on a relatively small area. The safety distance practically eliminates the drainage area through the spacer tube be placed below the lowest point of a building can. Extensive earthwork accounts since there by drilling only the Soil is brought to light for recording of the vertical infiltration tube is absolutely necessary. There are no moving parts necessary. artificial Material for pipes made of plastic or manholes made of concrete can be saved. Through the vertical Arrangement of rainwater infiltration device creates a positive Side effect. With increasing saturation and higher Fill level of the infiltration tube builds up through the water column a natural pressure that accelerates infiltration.
Die Regenwasserversickerungsvorrichtung kann eingesetzt werden, für die Entwässerung von Dachflächen, Hofflächen in Wohn- und Gewerbegebieten, Parkflächen usw.The Rainwater seepage device can be used for the drainage of roof areas, yard areas in residential and commercial areas, parking areas, etc.
Die Regenwasserversickerungsvorrichtung kann zusätzlich mit Mulden-Rigolen-Sickerboxensysteme kombiniert werden. Für den Einsatz der Vorrichtung sollten, den Gegebenheiten entsprechend, für Oberflächenwasser von Parkflächen und Hofflächen, generell Einlaufkästen mit Sandfang und Grobfangkorb miteingeplant werden. Die Erfindung ist konstruktiv unter dem Filterrohr mit einem Rohrstück mit Verschlussdeckel vorgesehen. Damit wird erreicht, dass die Versickerungsvorrichtung Rückspülbar ist.The Rainwater seepage device may additionally with Mulden-Rigolen-Sickerboxensysteme be combined. For the use of the device should, according to the circumstances, for surface water of parking areas and yard areas, generally inlet boxes with sand trap and Grobfangkorb miteingeplant. The invention is constructive under the filter tube with a tube piece with cap intended. This ensures that the infiltration device Backwash is.
In der Zeichnung sind Ausführungsbeispiele der erfindungsgemäßen Regenwasserversickerungsvorrichtung schematisch dargestellt, es zeigt:In the drawing are embodiments of the invention Rainwater seepage device shown schematically it shows:
Das
Filterrohr
In
Das
Filterrohr
ZITATE ENTHALTEN IN DER BESCHREIBUNGQUOTES INCLUDE IN THE DESCRIPTION
Diese Liste der vom Anmelder aufgeführten Dokumente wurde automatisiert erzeugt und ist ausschließlich zur besseren Information des Lesers aufgenommen. Die Liste ist nicht Bestandteil der deutschen Patent- bzw. Gebrauchsmusteranmeldung. Das DPMA übernimmt keinerlei Haftung für etwaige Fehler oder Auslassungen.This list The documents listed by the applicant have been automated generated and is solely for better information recorded by the reader. The list is not part of the German Patent or utility model application. The DPMA takes over no liability for any errors or omissions.
Zitierte PatentliteraturCited patent literature
- - DE 29516580 U1 [0002] - DE 29516580 U1 [0002]
- - DE 202005002169 U1 [0002] - DE 202005002169 U1 [0002]
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102007024990A DE102007024990A1 (en) | 2007-05-29 | 2007-05-29 | Rain water infiltration device for use in building, has spacer pipe and filter pipe realized in user defined or preset length, bore hole with annular space filled with soil, and filter pipe surrounded by filter gravels and adjoined to earth |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102007024990A DE102007024990A1 (en) | 2007-05-29 | 2007-05-29 | Rain water infiltration device for use in building, has spacer pipe and filter pipe realized in user defined or preset length, bore hole with annular space filled with soil, and filter pipe surrounded by filter gravels and adjoined to earth |
Publications (1)
Publication Number | Publication Date |
---|---|
DE102007024990A1 true DE102007024990A1 (en) | 2008-12-11 |
Family
ID=39941970
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE102007024990A Withdrawn DE102007024990A1 (en) | 2007-05-29 | 2007-05-29 | Rain water infiltration device for use in building, has spacer pipe and filter pipe realized in user defined or preset length, bore hole with annular space filled with soil, and filter pipe surrounded by filter gravels and adjoined to earth |
Country Status (1)
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DE (1) | DE102007024990A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102134877A (en) * | 2010-01-07 | 2011-07-27 | 任哲雄 | Water pocket using a percolation well for the in-ground storage of percolated rainwater |
CN111809685A (en) * | 2019-12-03 | 2020-10-23 | 太原理工大学 | Series-connection type water and fertilizer resource collecting and utilizing system for greenbelt and farmland |
DE102021131255A1 (en) | 2021-11-29 | 2023-06-01 | Rolf Keidel | Decentralized surface drainage with siphonic flow and direct groundwater replenishment for urban centers |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT347864B (en) * | 1975-02-05 | 1979-01-25 | Latzel & Kutscha Ges M B H | PERFORMANCE WELL TRAINED AS A VERTICAL PIPE WELL |
DE3247944A1 (en) * | 1982-12-24 | 1984-07-05 | Pebüso-Betonwerke Heribert Büscher GmbH & Co, 4400 Münster | Process for the underground percolation of rainwater |
DE4211601A1 (en) * | 1992-04-07 | 1993-10-14 | Rheinische Braunkohlenw Ag | Absorption well delivering leakage water into subsoil - has parts of filter tube above sump bottom forming solid tube and enclosed by additional replaceable filter |
DE29508211U1 (en) * | 1994-05-26 | 1995-08-03 | Ingerle Kurt Dipl Ing Dr Techn | Device for introducing water enriched with air into the soil |
DE29516580U1 (en) | 1995-10-20 | 1995-12-07 | Rehau Ag & Co | Infiltration device |
DE19500171A1 (en) * | 1995-01-05 | 1996-07-11 | Hilco Tunnelvortriebstechnik G | Drainage system with rain water ground disposal |
JP2002322726A (en) * | 2001-04-25 | 2002-11-08 | Miyoshi Tadahira | Underground permeation and drainage structure and its construction method |
DE202005001850U1 (en) * | 2005-02-05 | 2005-04-21 | Weise, Marko | Method for constructing a soak away especially for rain water with a vertical bore hole with granular filling enabling water to soak away into the surrounding strata |
DE202005002169U1 (en) | 2005-02-11 | 2006-06-22 | Rehau Ag + Co | Percolating device for an underground trench system comprises a hollow fluid-permeable structural body through which rainwater passes for intermediate storage and percolation and a settling device for settling suspended matter |
-
2007
- 2007-05-29 DE DE102007024990A patent/DE102007024990A1/en not_active Withdrawn
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT347864B (en) * | 1975-02-05 | 1979-01-25 | Latzel & Kutscha Ges M B H | PERFORMANCE WELL TRAINED AS A VERTICAL PIPE WELL |
DE3247944A1 (en) * | 1982-12-24 | 1984-07-05 | Pebüso-Betonwerke Heribert Büscher GmbH & Co, 4400 Münster | Process for the underground percolation of rainwater |
DE4211601A1 (en) * | 1992-04-07 | 1993-10-14 | Rheinische Braunkohlenw Ag | Absorption well delivering leakage water into subsoil - has parts of filter tube above sump bottom forming solid tube and enclosed by additional replaceable filter |
DE29508211U1 (en) * | 1994-05-26 | 1995-08-03 | Ingerle Kurt Dipl Ing Dr Techn | Device for introducing water enriched with air into the soil |
DE19500171A1 (en) * | 1995-01-05 | 1996-07-11 | Hilco Tunnelvortriebstechnik G | Drainage system with rain water ground disposal |
DE29516580U1 (en) | 1995-10-20 | 1995-12-07 | Rehau Ag & Co | Infiltration device |
JP2002322726A (en) * | 2001-04-25 | 2002-11-08 | Miyoshi Tadahira | Underground permeation and drainage structure and its construction method |
DE202005001850U1 (en) * | 2005-02-05 | 2005-04-21 | Weise, Marko | Method for constructing a soak away especially for rain water with a vertical bore hole with granular filling enabling water to soak away into the surrounding strata |
DE202005002169U1 (en) | 2005-02-11 | 2006-06-22 | Rehau Ag + Co | Percolating device for an underground trench system comprises a hollow fluid-permeable structural body through which rainwater passes for intermediate storage and percolation and a settling device for settling suspended matter |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102134877A (en) * | 2010-01-07 | 2011-07-27 | 任哲雄 | Water pocket using a percolation well for the in-ground storage of percolated rainwater |
CN111809685A (en) * | 2019-12-03 | 2020-10-23 | 太原理工大学 | Series-connection type water and fertilizer resource collecting and utilizing system for greenbelt and farmland |
DE102021131255A1 (en) | 2021-11-29 | 2023-06-01 | Rolf Keidel | Decentralized surface drainage with siphonic flow and direct groundwater replenishment for urban centers |
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OP8 | Request for examination as to paragraph 44 patent law | ||
8122 | Nonbinding interest in granting licences declared | ||
8139 | Disposal/non-payment of the annual fee |