WO1993007345A1 - Structure de reservoir de retenue d'eau - Google Patents
Structure de reservoir de retenue d'eau Download PDFInfo
- Publication number
- WO1993007345A1 WO1993007345A1 PCT/FR1992/000930 FR9200930W WO9307345A1 WO 1993007345 A1 WO1993007345 A1 WO 1993007345A1 FR 9200930 W FR9200930 W FR 9200930W WO 9307345 A1 WO9307345 A1 WO 9307345A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- cells
- layer
- sheets
- water
- structure according
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
Definitions
- the subject of the present invention is a block of juxtaposed sheets and a structure for a water retention tank, formed from a set of these blocks, intended for various uses, for example as an underground basin for retaining rainwater during very heavy rain, this structure then being connected to a collector network of water supply and drainage.
- porous material such as car parks, roadways, sports grounds, etc., integrating the storage of rainwater in a porous material into their structure, are part of these solutions, and are called “reservoir structures”.
- the porous material then has at least two functions: hydraulic and mechanical, and is generally located below the level of the natural ground. This makes it easy to collect runoff water.
- the object of the invention is to propose a tank structure which is simple and quick to set up, the cost price of which is therefore considerably reduced compared with that of the known structure below. on it, and which cannot be clogged with sand or debris.
- the block of identical juxtaposed sheets intended for a structure of a water retaining tank, is characterized in that the sheets are profiled so as to delimit between them a set of longitudinal cells and d 'transverse cells which establish communication between the longitudinal cells, the latter being open at their opposite ends.
- the tank structure according to the invention comprises at least one layer of such juxtaposed blocks, arranged so that the longitudinal cells extend vertically for water storage, and that the transverse cells extend horizontally for the horizontal circulation of water between inlet and outlet collectors.
- the horizontal cells are distributed over the greater part of the length of the vertical cells, that is to say blocks, and ensure the drainage of water practically from the top to the bottom of the blocks, tan ⁇ dis that the vertical storage cells ensure the mechanical strength of the assembly.
- this structure is combined to simultaneously fulfill the functions of drainage and storage of water, then of vertical runoff of water, considerably reduces the labor required, as well as the cost price of the structure itself. It is advantageously carried out in one a suitable plastic material, such as, for example, polystyrene, polypropylene or polyvinyl chloride, or any other thermoplastic material.
- a suitable plastic material such as, for example, polystyrene, polypropylene or polyvinyl chloride, or any other thermoplastic material.
- Figure 1 is a schematic elevational view of an embodiment of the reservoir structure according to the invention, in which this structure is part of an underground water retention basin.
- Figure 2 is a perspective view of a building block of the honeycomb structure according to the invention.
- Figure 3 is an elevational view of the cellular structure elé ⁇ ment of Fig.2.
- the structure of the water retention tank shown in Fig. 1 includes, from the bottom up:
- a waterproof membrane 1 a cellular part 3 formed of three superimposed layers 3.1, 3.2 and 3.3, a geotex ⁇ tile 4, a layer of fill 5 (or cuttings used as fill), and finally a surface layer 6 of topsoil .
- the honeycomb structure (3) communicates laterally with collectors 7 for supply and 8 for evacuating the water accumulated in this structure, at the ends mites from which vertical ventilation tubes 9, 11 are provided, which open into the peripheral zone of the tank, into the collectors 7 and 8.
- the wall 7a of the collector 7 contiguous to the vertical end face of the structure 3 is perforated over practically its entire height, while the discharge collector 8 is pierced with openings at the level of the lower part of the structure 3.
- the structure 3 consists of a set of blocks 12 with juxtaposed cells (Fig. 2 and 3).
- Each element or block 12 is formed by the assembly of a series of identical sheets 13 ... 18 suitably profiled so as to present a succession of straight bos ⁇ wise lines 19 and rectilinear hollow 21 delimited by two bosses 19 consecutive.
- These recesses or grooves 21 and the bosses 19 are alternated in both transverse and longitudinal directions so as to be staggered.
- a boss 19 is located between two recesses 21, as well as in the transverse direction.
- Inclined plates 23 form the transition zones between the bosses 19 and the recesses 21.
- the tops of the bosses 19 form rectilinear plates 19a, alternating on each side of the median plane of the sheet 13, ... 18.
- Two sheets are assembled by gluing or welding their bosses 19 facing each other by their plates 19a, delimiting between them these and the recesses 21 of the longitudinal cells 22.
- the succession of plates 23 of two sheets joined together between these two sheets delimits transverse cells 10 perpendicular to the longitudi ⁇ nal cells 22, and whose section is in rhombus. These cells 10 communicate with the successive cells 22, thus interconnected and whose opposite ends, green, form the end faces of the block 12.
- the lengths of the successive zones arranged in staggered rows thus produced can be variable, as well as the number of successive zones for the same element 12.
- each sheet 13 ... of a block 12 of sheets 13-18 comprises three longitudinal zones A, B, C, in which the bosses 19 and the recesses 21 are alternated in quin ⁇ conce, the central zone B being substantially twice the length of that of each of the two end zones A and C. These zones are separated by parallel rows of transverse cells 10.
- the edges of the sheets delimit between them cells 22 open longitudinally (FIG. 2) in zones A and C due to the spacing of these edges (for example 17a and 18a).
- these edges are contiguous and therefore separate the open cells from zones A and C.
- the number of cells 10 can be increased to favor the drainage function over the retained water storage function, the extreme cells 10 then being close to the opposite ends of the blocks 12.
- this structure is produced in three superposed layers: a first layer 3.1 of height hl, equal by example to that (A + B + C) of an element 12; then placed on the first layer 3.1, a second layer 3.2 height h2 less than that hl of the first layer 3.1.
- the second layer 3.2 is obtained by uncovering a series of blocks 12, identical to those of the first layer 3.1 and of the lower structure 2, below its upper cells 10 at a level (FIG. 3) close to these last.
- the height h2 e slightly less than A + B.
- the third layer 3.3 placed in abutment on the intermediate layer 3.2 is formed by the juxtaposition of a set of truncated elements 20 constituting the upper ends cut above the level K of the elements 12, e returned by 180 °.
- the cells 10 of truncated elements 20 are located just below the upper surface of the structure 3.
- the intake manifold 7 may be located at a location other than lateral to the reservoir structure 3, for example in a median zone thereof.
- the second wall of the collector 7 is of course suitably perforated like the wall 7a and a second evacuation collector 8 associated is necessary.
- this tank structure has the following:
- the horizontal cells 10 accelerate the filling of the tank thanks to the communication they establish between the vertical cells 22.
- the water drainage is ensured over almost the entire height of the structure 3, thanks to the removal of the structure classic lower drainage. This eliminates the thickness of this draining structure, and therefore the corresponding earthworks.
- the sheets 13, 14 ..., produced by thermoforming of plastic material can have a variable thickness, for example 1mm, which makes it possible to adjust their mechanical strength as well as possible (advantage which cannot be obtained with structures manufactured by extrusion ). Indeed, a mass placed on the ground above the reservoir structure 3 exerts on the successive layers 3.3, 3.2, 3.1 decreasing pressures from top to bottom. As a result, the mechanical strength of the different layers can be adjusted to the pressures experienced. This is how the thickness of the upper layer 3.3 will be greater than that of the intermediate layer 3.2, which itself will be greater than that of the lower layer 3.1. This reduction in thickness lightens the assembly and therefore facilitates its installation.
- the height of the lowest horizontal cells 10 can advantageously be relatively high. Indeed, this then makes it possible to collect in the lower ends of the vertical cells 22 the sand entrained by the water. This sand can not clog the lowest horizontal cells 10, unlike known drainage structures, so that the drainage function is still ensured, despite the accumulated sand.
- the example of the structure (2,3) of Fig.l is not limiting, the vertical structure 3 can be made of a single layer formed of elements (such as 12 for example), of suitable height, or several sub-layers of identical or different heights.
- the corresponding elepipedic block blocks 12 can have variable dimensions, suitable for each use envisaged.
- these seemingly elepipedic blocks can be used to rest on any of their faces, always having horizontal drainage cells and other vertical storage cells. It is also possible, in at least part of the blocks 12, to orient every other sheet with its bosses 19 perpendicular to the bosses of the two adjoining sheets to which it is fixed. This agency surround improves the drainage function.
- the leaves can also be completely or partially perforated to increase the drainage efficiency.
- the tank structure according to the invention is susceptible of numerous applications, among which the following will be cited:
- the structure as a porous pavement: after direct infiltration through the pavement layers (draining asphalt and serious draining), the water is stored in the reservoir structure according to the invention, then returned, either by infiltration into the ground, either by conduit in the network.
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)
- Thermally Insulated Containers For Foods (AREA)
- Farming Of Fish And Shellfish (AREA)
- Percussion Or Vibration Massage (AREA)
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
- Stereophonic System (AREA)
- Measurement And Recording Of Electrical Phenomena And Electrical Characteristics Of The Living Body (AREA)
- Electrophonic Musical Instruments (AREA)
- Table Devices Or Equipment (AREA)
- Revetment (AREA)
- Water Treatment By Sorption (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP92922534A EP0607349B1 (fr) | 1991-10-11 | 1992-10-07 | Structure de reservoir de retenue d'eau |
DE69225071T DE69225071T2 (de) | 1991-10-11 | 1992-10-07 | Wasserbehälteranordnung |
US08/211,561 US5624204A (en) | 1991-10-11 | 1992-10-07 | Water-retention reservoir structure |
CA002120941A CA2120941C (fr) | 1991-10-11 | 1992-10-07 | Structure de reservoir de retenue d'eau |
FI941641A FI104439B (fi) | 1991-10-11 | 1994-04-08 | Vesisäiliökonstruktio |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9112573A FR2682410B1 (fr) | 1991-10-11 | 1991-10-11 | Structure de reservoir de retenue d'eau. |
FR91/12573 | 1991-10-11 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1993007345A1 true WO1993007345A1 (fr) | 1993-04-15 |
Family
ID=9417843
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/FR1992/000930 WO1993007345A1 (fr) | 1991-10-11 | 1992-10-07 | Structure de reservoir de retenue d'eau |
Country Status (10)
Country | Link |
---|---|
US (1) | US5624204A (fr) |
EP (1) | EP0607349B1 (fr) |
AT (1) | ATE164905T1 (fr) |
AU (1) | AU2804892A (fr) |
CA (1) | CA2120941C (fr) |
DE (1) | DE69225071T2 (fr) |
ES (1) | ES2115680T3 (fr) |
FI (1) | FI104439B (fr) |
FR (1) | FR2682410B1 (fr) |
WO (1) | WO1993007345A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2740485A1 (fr) * | 1995-10-25 | 1997-04-30 | Induplast Sa | Bassin tampon enterre de stockage et de traitement des eaux pluviales |
Families Citing this family (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5983563A (en) * | 1995-12-12 | 1999-11-16 | Collins; Olin L. | Artificial water cycle system |
JP2901959B2 (ja) * | 1997-05-21 | 1999-06-07 | 株式会社環境アセスメントセンター | 積層構造物 |
US6120210A (en) * | 1998-07-28 | 2000-09-19 | Hsu; Kenneth J. | Use of porous medium in an integrated hydrologic circuit for water storage and transport in land reclamation, agriculture, and urban consumptions |
US6317901B1 (en) * | 1998-11-30 | 2001-11-20 | Noel Leon Corpuel | Fresh or salt water pool |
FR2807458B1 (fr) * | 2000-04-11 | 2002-07-05 | Ct D Etudes Et De Rech S De L | Structure-reservoir |
CA2314545A1 (fr) | 2000-07-13 | 2002-01-13 | Jacek Mlynarek | Massif oriente de filtration et de biofiltration |
US6659687B1 (en) * | 2001-01-12 | 2003-12-09 | James Donlin | Subterranean fluid distribution and drainage system |
US6991402B2 (en) * | 2002-10-17 | 2006-01-31 | Stormtrap Llc | Methods and modules for an underground assembly for storm water retention or detention |
US8028713B2 (en) * | 2004-06-25 | 2011-10-04 | Totetu Mfg. Co. Ltd. | Underground water storage tank |
GB2417733B (en) * | 2004-09-03 | 2008-01-30 | Marley Extrusions | Water drainage system |
US8770890B2 (en) | 2009-03-05 | 2014-07-08 | Stormtrap Llc | Module and assembly for managing the flow of water |
US11879246B2 (en) | 2009-03-05 | 2024-01-23 | Stormtrap Llc | Module and method for managing water and other fluids |
US8221030B1 (en) | 2009-07-02 | 2012-07-17 | Versaflex, Inc. | Cover for a liquid reservoir |
US10214891B2 (en) | 2015-05-12 | 2019-02-26 | Michael Kimberlain | Modular stormwater capture system |
US11536017B2 (en) | 2016-10-26 | 2022-12-27 | Envirokeeper, LLC | Modular precast concrete water storage device and system |
CA3123399C (fr) | 2018-12-14 | 2024-02-27 | Stormtrap Llc | Module et ensemble pour la gestion souterraine de fluides pour des applications de faible profondeur |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2521374A1 (de) * | 1975-05-14 | 1976-12-02 | Rosemeier Kg | Bauelement fuer die draenage, bewaesserung, belueftung und beheizung von flaechen im erd-, grund-, wasser- und heizungsbau |
WO1988002422A1 (fr) * | 1986-10-03 | 1988-04-07 | Induplast | Bassin tampon de retention et de regulation des eaux naturelles a structure alveolaire |
WO1989009857A1 (fr) * | 1988-04-05 | 1989-10-19 | Wavin B.V. | Bassin de stockage d'eau de pluie |
US4880333A (en) | 1988-07-22 | 1989-11-14 | Joseph Glasser | Subterranean fluid filtering and drainage system |
US4917536A (en) | 1989-01-31 | 1990-04-17 | Eljen Corporation | Fluid storage system |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
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US142413A (en) * | 1873-09-02 | Improvement in subterranean irrigation | ||
US3060693A (en) * | 1960-01-04 | 1962-10-30 | Brown Co | Dry well forming receptacle |
US3563038A (en) * | 1969-04-03 | 1971-02-16 | Research Corp | Subterranean drain |
US3654765A (en) * | 1971-02-10 | 1972-04-11 | Research Corp | Subterranean wall drain |
SE436908B (sv) * | 1984-03-09 | 1985-01-28 | Oleg Wager | Vertikaldren |
HUT65024A (en) * | 1986-03-21 | 1994-03-28 | Asszonyi | Method for building deep-level catchwater drain with comb-like suction tubes |
US4745716A (en) * | 1986-08-15 | 1988-05-24 | Kuypers Fred A | Structural water control |
US4749306A (en) * | 1986-09-05 | 1988-06-07 | Leucadia, Inc. | Formed corrugated plastic net for drainage applications |
US4943185A (en) * | 1989-03-03 | 1990-07-24 | Mcguckin James P | Combined drainage and waterproofing panel system for subterranean walls |
-
1991
- 1991-10-11 FR FR9112573A patent/FR2682410B1/fr not_active Expired - Fee Related
-
1992
- 1992-10-07 AU AU28048/92A patent/AU2804892A/en not_active Abandoned
- 1992-10-07 CA CA002120941A patent/CA2120941C/fr not_active Expired - Fee Related
- 1992-10-07 EP EP92922534A patent/EP0607349B1/fr not_active Expired - Lifetime
- 1992-10-07 AT AT92922534T patent/ATE164905T1/de not_active IP Right Cessation
- 1992-10-07 ES ES92922534T patent/ES2115680T3/es not_active Expired - Lifetime
- 1992-10-07 WO PCT/FR1992/000930 patent/WO1993007345A1/fr active IP Right Grant
- 1992-10-07 US US08/211,561 patent/US5624204A/en not_active Expired - Fee Related
- 1992-10-07 DE DE69225071T patent/DE69225071T2/de not_active Expired - Fee Related
-
1994
- 1994-04-08 FI FI941641A patent/FI104439B/fi active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2521374A1 (de) * | 1975-05-14 | 1976-12-02 | Rosemeier Kg | Bauelement fuer die draenage, bewaesserung, belueftung und beheizung von flaechen im erd-, grund-, wasser- und heizungsbau |
WO1988002422A1 (fr) * | 1986-10-03 | 1988-04-07 | Induplast | Bassin tampon de retention et de regulation des eaux naturelles a structure alveolaire |
WO1989009857A1 (fr) * | 1988-04-05 | 1989-10-19 | Wavin B.V. | Bassin de stockage d'eau de pluie |
US4880333A (en) | 1988-07-22 | 1989-11-14 | Joseph Glasser | Subterranean fluid filtering and drainage system |
US4917536A (en) | 1989-01-31 | 1990-04-17 | Eljen Corporation | Fluid storage system |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2740485A1 (fr) * | 1995-10-25 | 1997-04-30 | Induplast Sa | Bassin tampon enterre de stockage et de traitement des eaux pluviales |
EP0770735A1 (fr) * | 1995-10-25 | 1997-05-02 | Redco N.V. | Bassin tampon enterré de stockage et de traitement des eaux pluviales |
Also Published As
Publication number | Publication date |
---|---|
DE69225071D1 (de) | 1998-05-14 |
ATE164905T1 (de) | 1998-04-15 |
FI941641A (fi) | 1994-06-08 |
FI104439B (fi) | 2000-01-31 |
ES2115680T3 (es) | 1998-07-01 |
FR2682410A1 (fr) | 1993-04-16 |
CA2120941A1 (fr) | 1993-04-15 |
EP0607349B1 (fr) | 1998-04-08 |
DE69225071T2 (de) | 1998-10-22 |
EP0607349A1 (fr) | 1994-07-27 |
CA2120941C (fr) | 2001-12-25 |
AU2804892A (en) | 1993-05-03 |
US5624204A (en) | 1997-04-29 |
FR2682410B1 (fr) | 1994-07-22 |
FI941641A0 (fi) | 1994-04-08 |
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