FR2565271A1 - Multi-shell inflatable dams, and method of anchoring flexible structures to submerged works - Google Patents
Multi-shell inflatable dams, and method of anchoring flexible structures to submerged works Download PDFInfo
- Publication number
- FR2565271A1 FR2565271A1 FR8408644A FR8408644A FR2565271A1 FR 2565271 A1 FR2565271 A1 FR 2565271A1 FR 8408644 A FR8408644 A FR 8408644A FR 8408644 A FR8408644 A FR 8408644A FR 2565271 A1 FR2565271 A1 FR 2565271A1
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- FR
- France
- Prior art keywords
- envelope
- raft
- dam
- submerged
- protected
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/005—Deformable barrages or barrages consisting of permanently deformable elements, e.g. inflatable, with flexible walls
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Revetment (AREA)
Abstract
Description
La présente invention concerne un perfectionnement apporté à des barrages souples gonflables1 et un principe d'ancrage de ces structures souples sur dks ouvrages immergés. The present invention relates to an improvement made to inflatable flexible dams1 and to the principle of anchoring these flexible structures on dks submerged structures.
Le barrage d'un cours d'eau obtenu par une structure souple à volume variable, selon retenue et débit, est une technique connue. Cette technique simple et originale consiste à remplir plus ou moins une structure souple de forme et-de dimensions appropriées, convenablement fixée au fond du lit du cours d'eau. La hauteur résultant de ce "gonflage" détermine la hauteur de retenue du barrage. The dam of a watercourse obtained by a flexible structure with variable volume, according to reservoir and flow, is a known technique. This simple and original technique consists in filling more or less a flexible structure of appropriate shape and dimensions, suitably fixed to the bottom of the bed of the watercourse. The height resulting from this "inflation" determines the dam retention height.
Bien qu'un certain nombre d'applications aient été réalisées les services usagers demeurent réservés vis à vis de cette technique, craignant que la fiabilité de la structure et sa pérennité posent des problèmes en utilisation ; parmi ceux-ci
- attaque mécanique dQe aux débris flottants, ainsi qu'aux débits solides, causes de coupure et d'usure prématurée.Although a certain number of applications have been carried out, the user services remain reserved with regard to this technique, fearing that the reliability of the structure and its durability pose problems in use; Among these
- mechanical attack due to floating debris, as well as solid flows, which cause cutting and premature wear.
- difficultés présentées par le démontage des ancrages nécessités par toute intervention de maintenance ou de réparation sur la structure, dont les fixations mécaniques sont altérées par leur séjour prolongé en milieu aquatique. Ces difficultés sont à prendre en compte pour l'établissement du coût général de fonctionnement d'un tel barrage et représentent un problème important incitant les maitres d'oeuvres à une grande réserve vis à vis de la technique des barrages gonflables. - difficulties presented by the dismantling of the anchors required by any maintenance or repair intervention on the structure, the mechanical fastenings of which are altered by their prolonged stay in the aquatic environment. These difficulties are to be taken into account for the establishment of the general cost of operating such a dam and represent a significant problem inciting the project managers to a great reserve with respect to the technique of inflatable dams.
La présente invention a pour but de pallier cet état de choses en offrant des solutions simples, économiques, et fiables, aux problèmes ci-dessus évoqués présentés par la mise en oeuvre de barrages gonflables, ou d'autres structures souples visant à modifier ou réguler le débit des voies d'eau. The present invention aims to overcome this state of affairs by offering simple, economical and reliable solutions to the above-mentioned problems presented by the use of inflatable booms, or other flexible structures intended to modify or regulate the flow of waterways.
Selon la présente invention le barrage est composé d'ir ensemble
- vessies )
- enveloppe (2)
- couverture (3)
- ancrages (4)
La figure 1 représente une coupe transversale du barrage gonflé, en position de retenue maximale.According to the present invention the dam is composed of ir together
- bladders)
- envelope (2)
- cover (3)
- anchors (4)
Figure 1 shows a cross section of the inflated boom, in the maximum retaining position.
La figure 2 représente une coupe transversale du barrage dégonflé, c'est-à-dire en position effacé,
Les figures 3,4,et 5, 5 > représentent des coupes transversales de détail, d'ancrage de barrage.FIG. 2 represents a cross section of the deflated dam, that is to say in the erased position,
Figures 3,4, and 5, 5> represent cross sections of detail, dam anchor.
La vessie (1) est le seul élément appelé à être étanche apte à être gonflé par tout fluide ou mélange, mono ou diphasique par exemple, de fluides, et apte à supporter mécaniquement la mise en pression. Elément avantageusement confectionné avec un tissu souple synthétique polyamide par exemple, enduit multicouche d'un mélange de produits de synthèse, du type élastomère par exemple, le tissu lui conférant la tenue mécanique, et l'enduction l'étanchéité et la résistance chi mique. The bladder (1) is the only element called to be sealed, capable of being inflated by any fluid or mixture, mono or two-phase for example, of fluids, and capable of mechanically supporting the pressurization. Element advantageously made with a flexible synthetic polyamide fabric for example, multilayer coated with a mixture of synthetic products, of the elastomer type for example, the fabric giving it mechanical strength, and coating the seal and the chemical resistance.
L'en eloppe (2) est appelée à protéger la vessie (1) sur toute sa périphérie cylindrique, des attaques mécaniques extérieures et à retenir, par un ancrage approprié, cette vessie à la place prévue dans l'ouvrage pour assurer la fonction barrage requise. The envelope (2) is called upon to protect the bladder (1) over its entire cylindrical periphery from external mechanical attacks and to retain, by an appropriate anchoring, this bladder in the place provided in the structure to ensure the barrier function. required.
Elément avantageusement confectionné avec une membranne en gomme élastomère dont la souplesse et l'élasticité permettent une déformation assurant, lors de la mise en pression de la vessie (1) la fonction requise ; cette enveloppe ayant la particularité de retenir à plat la vessie (1) lorsque celle-ci est dégonflée, et d'être tendue en permanence lors du gonflage progressif de la vessie (1) jusqu'à la pression normale de service, correspondant à la hauteur maximale de retenue du barrage. Element advantageously made with an elastomeric rubber membrane whose flexibility and elasticity allow a deformation ensuring, when the bladder is pressurized (1) the required function; this envelope having the particularity of retaining the bladder (1) flat when it is deflated, and of being permanently stretched during the progressive inflation of the bladder (1) up to the normal operating pressure, corresponding to the maximum dam retention height.
La couverture (3) est appelée à protéger l'enveloppe (2) de l'attaque mécanique des corps et débris flottants transportés par le cours d'eau ainsi que des laminages dûs aux débits solides en période de hautes eaux (barrage effacé, vessie (1) totalement dégonflée). The cover (3) is called upon to protect the envelope (2) from the mechanical attack of the floating bodies and debris transported by the watercourse as well as laminations due to the solid flows in high water period (erased dam, bladder (1) fully deflated).
Cette membrane (3) sera avantageusement confectionnée à partir de feuilles d'élastomère renforcées multiplis textiles. La fonction principale de cette couverture impliquant une excellente résistance à llabrasion ainsi qutà la déchirure et au poinçonnement. Cette couverture étant une pièce d'usure, ell-e sera avantageusement fixée de façon amovible sur l'enveloppe (2) par un système simple permettant un démontage aisé. Un simple laçage dans des oeillets protégés semble une bonne solution, la protection devant éviter aux parties immergées des débris flottants de s'y coincer. This membrane (3) will advantageously be made from reinforced multi-ply textile elastomer sheets. The main function of this cover involves excellent resistance to abrasion as well as tearing and puncturing. This cover being a wearing part, it will advantageously be fixed in a removable manner on the envelope (2) by a simple system allowing an easy disassembly. A simple lacing in protected eyelets seems a good solution, the protection having to prevent the submerged parts of floating debris from getting stuck there.
Les ancrages (4) sont des systèmes permettant la fixation de l'enveloppe (2) sur le radier du barrage le long de 2 génératrices constituant les bords extrêmes de la surface présentée par l'enveloppe (2), au contact du radier. Ces ancrages devant permettre un montage hors d'eau simple, et un démontage aisé au c ours de la durée de vie du barrage afin de pouvoir éventuellement intervenir sur une quelconque partie de l'ouvrage : radier, vessie1 enveloppe, alimentation en eau ou vidange de la vessie, etc... The anchors (4) are systems allowing the envelope (2) to be fixed to the raft of the dam along 2 generators constituting the extreme edges of the surface presented by the envelope (2), in contact with the raft. These anchors should allow simple mounting out of water, and easy disassembly over the life of the dam in order to possibly be able to intervene on any part of the structure: raft, bladder, envelope, water supply or drain bladder, etc.
Eléments avantageusement conçus en tant que corps creux souples et étanches gonflables et/ou dilatables par mise en pression de fluide (eau par exemple), ou remplissage par une quelconque matière incompressible (gel, pulvérulent, par exemple) et venant verrouiller la membrane enveloppe (2) dans 2 réservations concaves de section appropriée (à secteur circulaire par exemple) du radier, aménagées au droit des génératrices choisies comme lignes d'ancrages. Elements advantageously designed as flexible and leaktight hollow bodies which are inflatable and / or expandable by pressurizing fluid (water for example), or filling with any incompressible material (gel, powder, for example) and locking the envelope membrane ( 2) in 2 concave reservations of appropriate section (with circular sector for example) of the raft, arranged in line with the generators chosen as anchor lines.
Ces éléments seront avantageusement réalisés en élastomère renforcé textile confectionnés en forme de cylindre à section aplatie avant gonflage et assurant le verrouillage dans la réservation une fois gonflé, ou rempli. These elements will advantageously be made of textile reinforced elastomer made in the form of a cylinder with a flattened section before inflation and ensuring locking in the reservation once inflated, or filled.
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8408644A FR2565271B1 (en) | 1984-06-01 | 1984-06-01 | INFLATABLE DAMS WITH MULTIPLE ENCLOSURES, AND PRINCIPLE OF ANCHORING FLEXIBLE STRUCTURES ON UNDERWATER STRUCTURES |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8408644A FR2565271B1 (en) | 1984-06-01 | 1984-06-01 | INFLATABLE DAMS WITH MULTIPLE ENCLOSURES, AND PRINCIPLE OF ANCHORING FLEXIBLE STRUCTURES ON UNDERWATER STRUCTURES |
Publications (2)
Publication Number | Publication Date |
---|---|
FR2565271A1 true FR2565271A1 (en) | 1985-12-06 |
FR2565271B1 FR2565271B1 (en) | 1987-03-20 |
Family
ID=9304629
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR8408644A Expired FR2565271B1 (en) | 1984-06-01 | 1984-06-01 | INFLATABLE DAMS WITH MULTIPLE ENCLOSURES, AND PRINCIPLE OF ANCHORING FLEXIBLE STRUCTURES ON UNDERWATER STRUCTURES |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2565271B1 (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0308562A1 (en) * | 1987-09-23 | 1989-03-29 | SHIMIZU CONSTRUCTION Co. LTD. | Submerged flexible wave restraining structure and a method of constructing it |
FR2747136A1 (en) * | 1996-04-09 | 1997-10-10 | Leviel Christian | Inflatable barrage for rivers attached at each end to anchor points |
WO1998037278A1 (en) * | 1997-02-25 | 1998-08-27 | Vredestein Icopro B.V. | Assembly suitable for stemming water, and profiled element suitable for use in such an assembly |
US6726405B1 (en) * | 1999-06-18 | 2004-04-27 | Aquafence As | Portable flood barrier and method of installation |
US9719225B2 (en) | 2011-10-31 | 2017-08-01 | Gary E Abeles | Portable water inflatable barrier with water inflatable base |
GB2551607A (en) * | 2016-05-20 | 2017-12-27 | Drumco Ltd | Flood defence |
US20180340305A1 (en) * | 2017-05-24 | 2018-11-29 | Larry J. Ragsdale, Jr. | Berm Or Levee Expansion System And Method |
CN114718100A (en) * | 2022-03-22 | 2022-07-08 | 浙江省建筑设计研究院 | Integrated multi-unit air bag type water-stopping grouting device and water-stopping grouting construction method |
EP4071306A1 (en) * | 2021-04-01 | 2022-10-12 | "Hydro-Construct" Unternehme für Wasser- und Energietechnik Gessellschaft m.b.H. | Hose weir |
US11795645B2 (en) | 2011-10-31 | 2023-10-24 | Gary E. Abeles | Portable water inflatable barrier integral with support base |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2521876B (en) * | 2014-01-07 | 2016-09-28 | Dyrhoff Ltd | An inflatable dam |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL6506682A (en) * | 1965-05-26 | 1965-07-26 | ||
DE1947567A1 (en) * | 1968-09-19 | 1970-03-26 | Dunlop Co Ltd | Connection device |
FR2198503A5 (en) * | 1972-09-05 | 1974-03-29 | Nederhorst Bouwmij | |
FR2203398A5 (en) * | 1972-10-18 | 1974-05-10 | Kleber Colombes | |
US4352591A (en) * | 1980-08-11 | 1982-10-05 | Thompson Worthington J | Pneumatic toroidal weir |
-
1984
- 1984-06-01 FR FR8408644A patent/FR2565271B1/en not_active Expired
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL6506682A (en) * | 1965-05-26 | 1965-07-26 | ||
DE1947567A1 (en) * | 1968-09-19 | 1970-03-26 | Dunlop Co Ltd | Connection device |
FR2198503A5 (en) * | 1972-09-05 | 1974-03-29 | Nederhorst Bouwmij | |
FR2203398A5 (en) * | 1972-10-18 | 1974-05-10 | Kleber Colombes | |
US4352591A (en) * | 1980-08-11 | 1982-10-05 | Thompson Worthington J | Pneumatic toroidal weir |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0308562A1 (en) * | 1987-09-23 | 1989-03-29 | SHIMIZU CONSTRUCTION Co. LTD. | Submerged flexible wave restraining structure and a method of constructing it |
FR2747136A1 (en) * | 1996-04-09 | 1997-10-10 | Leviel Christian | Inflatable barrage for rivers attached at each end to anchor points |
WO1998037278A1 (en) * | 1997-02-25 | 1998-08-27 | Vredestein Icopro B.V. | Assembly suitable for stemming water, and profiled element suitable for use in such an assembly |
US6726405B1 (en) * | 1999-06-18 | 2004-04-27 | Aquafence As | Portable flood barrier and method of installation |
US9719225B2 (en) | 2011-10-31 | 2017-08-01 | Gary E Abeles | Portable water inflatable barrier with water inflatable base |
US11795645B2 (en) | 2011-10-31 | 2023-10-24 | Gary E. Abeles | Portable water inflatable barrier integral with support base |
GB2551607A (en) * | 2016-05-20 | 2017-12-27 | Drumco Ltd | Flood defence |
US20180340305A1 (en) * | 2017-05-24 | 2018-11-29 | Larry J. Ragsdale, Jr. | Berm Or Levee Expansion System And Method |
US10538889B2 (en) * | 2017-05-24 | 2020-01-21 | Larry J Ragsdale, Jr. | Berm or levee expansion system and method |
EP4071306A1 (en) * | 2021-04-01 | 2022-10-12 | "Hydro-Construct" Unternehme für Wasser- und Energietechnik Gessellschaft m.b.H. | Hose weir |
CN114718100A (en) * | 2022-03-22 | 2022-07-08 | 浙江省建筑设计研究院 | Integrated multi-unit air bag type water-stopping grouting device and water-stopping grouting construction method |
CN114718100B (en) * | 2022-03-22 | 2023-11-10 | 浙江省建筑设计研究院 | Water-stop grouting construction method |
Also Published As
Publication number | Publication date |
---|---|
FR2565271B1 (en) | 1987-03-20 |
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