EP0607349B1 - Wasserbehälteranordnung - Google Patents

Wasserbehälteranordnung Download PDF

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Publication number
EP0607349B1
EP0607349B1 EP92922534A EP92922534A EP0607349B1 EP 0607349 B1 EP0607349 B1 EP 0607349B1 EP 92922534 A EP92922534 A EP 92922534A EP 92922534 A EP92922534 A EP 92922534A EP 0607349 B1 EP0607349 B1 EP 0607349B1
Authority
EP
European Patent Office
Prior art keywords
cells
sheets
straight
layer
bosses
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.)
Expired - Lifetime
Application number
EP92922534A
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English (en)
French (fr)
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EP0607349A1 (de
Inventor
Jean-Pierre Dorsemaine
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hamon Thermal Europe France SA
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Hamon Industrie Thermique
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Publication date
Application filed by Hamon Industrie Thermique filed Critical Hamon Industrie Thermique
Publication of EP0607349A1 publication Critical patent/EP0607349A1/de
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Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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 reservoir structure of reservoir, formed of a set of these blocks, intended for various uses, for example as a pond buried rainwater reservoir during very strong rain, this structure then being connected to a network water intake and drainage collector.
  • porous material Works, such as parking lots, roadways, sports grounds etc, integrating into their structure the storage of rainwater in porous material, are part of these solutions, and are called “structures reservoirs ".
  • the porous material then has at minus two functions: hydraulic and mechanical, and is generally located below the level of natural terrain. This allows it to easily collect runoff water.
  • WO-A 8 802 422 thus discloses a reservoir structure buried water reservoir, the upper part of which is constituted by a structure with parallel vertical cells between them, resting on a lower part of horizontal drainage of water, formed for example of or porous material.
  • Such a tank structure takes a long time to install, and further requires means of implementation heavy work, so that its realization is very expensive.
  • its lower drainage structure can after a while, be clogged with buildup of sand entrained by the waters, and thereby making the entire structure inoperative.
  • US-A-4,917,536 discloses a structure for the water storage only, consisting of an assembly alternating flat sheets and profiled sheets in form of "egg basket".
  • water can only flow vertically between flat sheets, in the housings of the profiled sheets, so that no circulation drainage function horizontal water is not possible, nor in the structure, nor below because no drainage layer is not planned.
  • US-A 4,880,333 describes a sheet system also shaped like an egg basket, interposed between flat vertical sheets arranged in serpentine shape. Such a device allows to drain in the soil filtering liquids for example of a septic tank, therefore in small quantities, but is not obviously not suitable for water storage and drainage abundant rainfall.
  • the invention aims to provide a structure tank that is simple and quick to set up, whose cost price is therefore considerably decreased compared to that of the structure known above, and which cannot be clogged with sand or waste.
  • the invention relates to the use of a block according to claim 1.
  • the tank structure also targeted by the invention conforms to claim 2.
  • the horizontal cells are distributed over the greater part of the length of the vertical alveoli, that is to say blocks, and ensure the drainage of water practically from top to bottom of the blocks, while that the vertical storage cells ensure the mechanical strength of the assembly.
  • Figure 1 is a schematic elevational view of an embodiment of the tank 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 block constituting the alveolar structure according to the invention.
  • Figure 3 is an elevational view of the element of alveolar structure of Fig. 2.
  • the alveolar structure (3) communicates laterally with collectors 7 supply and 8 evacuation water accumulated in this structure, at the ends which are provided with ventilation tubes 9, 11 vertical, which lead into the peripheral zone of the tank, in manifolds 7 and 8.
  • the wall 7a of the collector 7 contiguous to the face vertical terminal of structure 3 is perforated on almost its entire height, while the collector outlet 8 is pierced with openings at the lower part of the structure 3.
  • 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 bosses rectilinear 19 and rectilinear recesses 21 delimited by two consecutive bosses 19.
  • These recesses or grooves 21 and the bosses 19 are alternated in both transverse and longitudinal directions of so as to be staggered. So in the same longitudinal direction, a boss 19 is located between two recesses 21, as well as in the transverse direction.
  • Inclined plates 23 form the zones of transitions between the bosses 19 and the recesses 21.
  • the tops of the bosses 19 form flat rectilinear 19a, alternating on each side of the median plane from sheet 13, ... 18.
  • Two sheets are assembled by gluing or welding of 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 dishes 23 of two sheets contiguous delimits between these two leaves alveoli transverse 10 perpendicular to the longitudinal cells 22, and whose section is in rhombus. These cells 10 communicate with the successive cells 22, thus interconnected and whose opposite ends, open, form the end faces of block 12.
  • the lengths of the successive zones arranged in staggered steps can be variable, from same as the number of successive zones for the same item 12.
  • each sheet 13 ... of a block 12 of sheets 13-18 contains three longitudinal zones A, B, C, in which the bosses 19 and recesses 21 are staggered, the central zone B being substantially of length double that of each of the two end zones A and C. These areas are separated by parallel rows transverse cells 10.
  • the edges of the sheets delimit between them cells 22 open longitudinally (Fig. 2) in the zones A and C due to the spacing of these edges (for example 17a and 18a).
  • these edges are contiguous and therefore separate the cells open areas A and C.
  • this structure is made in three superimposed layers: a first layer 3.1 of a height h1, equal by example to that (A + B + C) of an element 12; then arranged on the first layer 3.1, a second layer 3.2 of height h2 lower than that hl of the first layer 3.1.
  • the second layer 3.2 is obtained by cutting of a series of blocks 12, identical to those of the first layer 3.1 and lower structure 2, below of its upper cells 10 to a level K (Fig. 3) neighbor of these. So the height h2 is slightly lower than A + B.
  • the third layer 3.3 placed on the intermediate layer 3.2, consists of the juxtaposition of a set of elements truncated 20 constituting the upper ends cut above level K of elements 12, and turned 180 °. It follows that the cells 10 of truncated elements 20 are found just below the upper surface of the structure 3.
  • the water holding tank structure which just described being buried and connected to a network drainage as shown in Fig. 1, its technical effect is as follows.
  • the collector 7 can be located at a different location that lateral to the tank structure 3, for example in a middle area thereof.
  • the second collector wall 7 is of course suitably perforated like wall 7a and a second evacuation collector 8 associated is required.
  • the vertical structure 3 can consist of a single layer formed of elements (such as 12 for example), of suitable height, or of several sub-layers of identical or different heights.
  • these parallelepipedic blocks can be used to support any of their faces, always having horizontal cells drainage and other vertical storage.
  • the leaves can also, in all or part, be perforated to increase the effectiveness of the drainage.

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  • 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)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Measurement And Recording Of Electrical Phenomena And Electrical Characteristics Of The Living Body (AREA)
  • Electrophonic Musical Instruments (AREA)
  • Stereophonic System (AREA)
  • Farming Of Fish And Shellfish (AREA)
  • Percussion Or Vibration Massage (AREA)
  • Revetment (AREA)
  • Water Treatment By Sorption (AREA)
  • Table Devices Or Equipment (AREA)

Claims (9)

  1. Verwendung eines Blockes (12) aus nebeneinanderliegenden identischen Lamellen zur Bildung einer Behälteranordnung (3) zur Aufnahme und Drainage von Wasser, dadurch gekennzeichnet, daß die Lamellen (13, ..... 18) dieses Blockes so profiliert sind, daß sie zwischen sich eine Gruppe gerader längsverlaufender Waben (22) und gerader querverlaufender Waben (10) bilden, die eine Verbindung zwischen den längsverlaufenden Waben herstellen, welch letztere an ihren entgegengesetzten Enden offen sind.
  2. Behälteranordnung zur Aufnahme von Wasser, dadurch gekennzeichnet, daß sie wenigstens eine Schicht (3, 1) von nebeneinanderliegenden Blöcken (12) aufweist, die jeweils aus nebeneinanderliegenden Lamellen (13, ..... 18) gebildet sind, die so profiliert sind daß sie zwischen sich eine Gruppe gerader längsverlaufender Waben (22) und gerader querverlaufender Waben (10) begrenzen, die eine Verbindung zwischen den längsverlaufenden Waben herstellen, welch letztere an ihren entgegengesetzten Enden offen sind, daß diese Blöcke (12) so angeordnet sind, daß die längsverlaufenden geraden Waben (22) sich zum Zweck der Wasserspeicherung vertikal erstrecken und die querverlaufenden geraden Waben (10) sich zum Zweck der horizontalen Leitung oder Drainage des Wassers horizontal zwischen Einlaßsammlern (7) und Auslaßsammlern (8) erstrecken, daß jeder Block (12) durch Packungen von identischen Lamellen (13, 14, ..... 18) gebildet wird, die so profiliert sind, daß jede eine in Längs- und Querrichtung abwechselnde Folge von geraden Vorsprüngen (19) und geraden Vertiefungen (23) bildet, wobei jede Lamelle durch ihre Vorsprünge an zwei anschließenden Lamellen befestigt ist und zwischen diesen die horizontalen Waben (10) und vertikalen Waben (22) bei grenzt, daß in wenigstens einem Teil der Blöcke (12) jede zweite Lamelle (13, ..... ) so orientiert ist, daß ihre Vorsprünge (19) rechtwinklig zu den Vorsprüngen (19) der anschließenden Lamellen sind, an denen diese Lamelle befestigt ist.
  3. Behälteranordnung nach Anspruch 2, bei der die Blöcke (12) so angeordnet sind, daß die geraden längsverlaufenden Waben (22) sich zum Zweck der Wasserspeicherung vertikal erstrecken und die geraden querverlaufenden Waben (10) sich für die horizontale Leitung des Wassers zwischen Einlaßsammlern (7) und Auslaßsammlern (8) horizontal erstrecken.
  4. Behälteranordnung nach Anspruch 3, dadurch gekennzeichnet, daß die horizontalen Waben (10) die vertikalen Waben (22) durchsetzen und auf dem größten Teil der Länge der vertikalen Waben verteilt sind.
  5. Behälteranordnung nach Anspruch 2 oder 4, dadurch gekennzeichnet, daß sie eine erste Schicht (3.1) mit einer bestimmten Höhe (hl), eine zweite Schicht (3.2), deren Höhe (h2) kleiner ist die der ersten Schicht und die durch Abschneiden einer Struktur (12), die mit derjenigen der ersten Schicht (3.1) identisch ist, unterhalb ihrer oberen horizontalen Waben (10) erhalten wurde, und eine dritte Schicht (3.3) aufweist, die durch Umdrehen des von der abgeschnittenen Struktur (12) verbleibenden Restes (20) um 180° gebildet ist, derart, daß der obere Bereich der horizontalen Waben (10) der oberen Oberfläche dieser dritten Schicht (3.3) benachbart ist.
  6. Behälteranordnung nach einem der Ansprüche 2 bis 5, dadurch gekennzeichnet, daß jeder Block (12) durch Packungen von identischen Lamellen (13, 14, ..... 18) gebildet wird, die so profiliert sind, daß jede eine in Längsund Querrichtung abwechselnde Folge von geraden Vorsprüngen (19) und geraden Vertiefungen (23) bildet, wobei jede Lamelle durch ihre Vorsprünge an zwei anschließenden Lamellen befestigt ist und zwischen diesen die horizontalen Waben (10) und vertikalen Waben (22) begrenzt.
  7. Behälteranordnung nach einem der Ansprüche 2 bis 6, mit zwei oder mehr übereinanderliegenden Schichten, dadurch gekennzeichnet, daß die Dicke der jede Schicht bildenden Lamellen von der obersten Schicht (3.3) zur untersten Schicht (3.1) abnimmt.
  8. Behälteranordnung nach Anspruch 6, dadurch gekennzeichnet, daß in wenigstens einem Teil der Blöcke (12) jede zweite Lamelle (13, ..... ) so orientiert ist, daß ihre Vorsprünge (19) rechtwinklig zu den Vorsprüngen (19) der anschließenden Lamellen ist, an denen diese Lamelle befestigt ist.
  9. Behälteranordnung nach einem der Ansprüche 2 bis 8, dadurch gekennzeichnet, daß Perforationen in wenigstens einem Teil der Lamellen (13, ..... ) ausgebildet sind.
EP92922534A 1991-10-11 1992-10-07 Wasserbehälteranordnung Expired - Lifetime EP0607349B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9112573 1991-10-11
FR9112573A FR2682410B1 (fr) 1991-10-11 1991-10-11 Structure de reservoir de retenue d'eau.
PCT/FR1992/000930 WO1993007345A1 (fr) 1991-10-11 1992-10-07 Structure de reservoir de retenue d'eau

Publications (2)

Publication Number Publication Date
EP0607349A1 EP0607349A1 (de) 1994-07-27
EP0607349B1 true EP0607349B1 (de) 1998-04-08

Family

ID=9417843

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92922534A Expired - Lifetime EP0607349B1 (de) 1991-10-11 1992-10-07 Wasserbehälteranordnung

Country Status (10)

Country Link
US (1) US5624204A (de)
EP (1) EP0607349B1 (de)
AT (1) ATE164905T1 (de)
AU (1) AU2804892A (de)
CA (1) CA2120941C (de)
DE (1) DE69225071T2 (de)
ES (1) ES2115680T3 (de)
FI (1) FI104439B (de)
FR (1) FR2682410B1 (de)
WO (1) WO1993007345A1 (de)

Families Citing this family (17)

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FR2740485B1 (fr) * 1995-10-25 1997-12-05 Induplast Sa Bassin tampon enterre de stockage et de traitement des eaux pluviales
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
AU2019397179A1 (en) 2018-12-14 2021-07-22 Stormtrap Llc Module and assembly for underground management of fluids for shallow-depth applications

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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
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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
SE436908B (sv) * 1984-03-09 1985-01-28 Oleg Wager Vertikaldren
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Also Published As

Publication number Publication date
DE69225071T2 (de) 1998-10-22
FR2682410B1 (fr) 1994-07-22
FR2682410A1 (fr) 1993-04-16
FI941641A (fi) 1994-06-08
US5624204A (en) 1997-04-29
ATE164905T1 (de) 1998-04-15
ES2115680T3 (es) 1998-07-01
AU2804892A (en) 1993-05-03
FI104439B (fi) 2000-01-31
EP0607349A1 (de) 1994-07-27
CA2120941A1 (fr) 1993-04-15
FI941641A0 (fi) 1994-04-08
WO1993007345A1 (fr) 1993-04-15
DE69225071D1 (de) 1998-05-14
CA2120941C (fr) 2001-12-25

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