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EP0607349B1 - Structure de reservoir de retenue d'eau - Google Patents

Structure de reservoir de retenue d'eau 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
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0607349A1 (fr
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
Original Assignee
Hamon Industrie Thermique
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hamon Industrie Thermique filed Critical Hamon Industrie Thermique
Publication of EP0607349A1 publication Critical patent/EP0607349A1/fr
Application granted granted Critical
Publication of EP0607349B1 publication Critical patent/EP0607349B1/fr
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.

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)
  • Percussion Or Vibration Massage (AREA)
  • Farming Of Fish And Shellfish (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Electrophonic Musical Instruments (AREA)
  • Stereophonic System (AREA)
  • Measurement And Recording Of Electrical Phenomena And Electrical Characteristics Of The Living Body (AREA)
  • Revetment (AREA)
  • Table Devices Or Equipment (AREA)
  • Water Treatment By Sorption (AREA)
EP92922534A 1991-10-11 1992-10-07 Structure de reservoir de retenue d'eau Expired - Lifetime EP0607349B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9112573A FR2682410B1 (fr) 1991-10-11 1991-10-11 Structure de reservoir de retenue d'eau.
FR9112573 1991-10-11
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 (fr) 1994-07-27
EP0607349B1 true EP0607349B1 (fr) 1998-04-08

Family

ID=9417843

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92922534A Expired - Lifetime EP0607349B1 (fr) 1991-10-11 1992-10-07 Structure de reservoir de retenue d'eau

Country Status (10)

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

Families Citing this family (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
WO2006001139A1 (ja) * 2004-06-25 2006-01-05 Totetu Mfg. Co. Ltd. 地下貯水槽
GB2417733B (en) * 2004-09-03 2008-01-30 Marley Extrusions Water drainage system
US11879246B2 (en) 2009-03-05 2024-01-23 Stormtrap Llc Module and method for managing water and other fluids
USD617867S1 (en) 2009-03-05 2010-06-15 Stormtrap Llc Module for an underground assembly for storm water retention or detention
US8770890B2 (en) * 2009-03-05 2014-07-08 Stormtrap Llc Module and assembly for managing the flow of water
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
AU2019397179B2 (en) 2018-12-14 2025-01-02 Stormtrap Llc Module and assembly for underground management of fluids for shallow-depth applications
PL4081685T3 (pl) * 2019-12-23 2025-02-24 Rockwool A/S System zarządzania wodą burzową
EP4497861A3 (en) * 2020-04-03 2025-04-23 Rockwool A/S Method of draining water

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
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
FR2604737B1 (fr) * 1986-10-03 1988-11-25 Induplast Sa Bassin tampon de retention et de regulation des eaux naturelles a structure alveolaire
WO1989009857A1 (en) * 1988-04-05 1989-10-19 Wavin B.V. Rainwater storage
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
US4943185A (en) * 1989-03-03 1990-07-24 Mcguckin James P Combined drainage and waterproofing panel system for subterranean walls

Also Published As

Publication number Publication date
FR2682410A1 (fr) 1993-04-16
FI941641A0 (fi) 1994-04-08
WO1993007345A1 (fr) 1993-04-15
DE69225071T2 (de) 1998-10-22
FI941641L (fi) 1994-06-08
FI104439B (fi) 2000-01-31
CA2120941A1 (fr) 1993-04-15
CA2120941C (fr) 2001-12-25
DE69225071D1 (de) 1998-05-14
EP0607349A1 (fr) 1994-07-27
ES2115680T3 (es) 1998-07-01
AU2804892A (en) 1993-05-03
ATE164905T1 (de) 1998-04-15
US5624204A (en) 1997-04-29
FR2682410B1 (fr) 1994-07-22

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