BR112013015631A2 - method of fixing and tensioning an impermeable cover and suitable device for fixing and tensioning an impermeable cover to the ground surface of a loose material hydraulic work - Google Patents
method of fixing and tensioning an impermeable cover and suitable device for fixing and tensioning an impermeable cover to the ground surface of a loose material hydraulic workInfo
- Publication number
- BR112013015631A2 BR112013015631A2 BR112013015631A BR112013015631A BR112013015631A2 BR 112013015631 A2 BR112013015631 A2 BR 112013015631A2 BR 112013015631 A BR112013015631 A BR 112013015631A BR 112013015631 A BR112013015631 A BR 112013015631A BR 112013015631 A2 BR112013015631 A2 BR 112013015631A2
- Authority
- BR
- Brazil
- Prior art keywords
- tensioning
- fixing
- impermeable cover
- loose material
- geotracks
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Revetment (AREA)
- Sewage (AREA)
- Road Paving Structures (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Railway Tracks (AREA)
- Barrages (AREA)
Abstract
método e dispositivo adequado para fixar e tensionar uma cobertura impermeável para obras hidraúlicas em material solto um método e um dispositivo adequado para fixação e tensionamento de uma cobertura impermeável que compreende uma pluralidade de geotiras (20) para a proteção de estruturas hidraúlicas (10) constituidas de material solto, tais como barragem, canal, e/ou bacia de água. uma pluralidade de valas ou ranhuras (14) são escavadas no solo (12, 13) da estrutura hidraúlica (10), todas rodando em uma direção pré-determinada; cada vala (14) é moldada para ter uma superfície acabada adequada para entrar em contato com as geotiras (20) é fornecida por um material solto compactável inerte com um tamanho de partícula fina, por exemplo inferior a 0,6-0,5 mm. no caso de solos contendo materiais rochosos ou materiais inertes com alta granulometria, cada vala (14) pode incluir, opcionalmente, uma camada de material de drenagem (15). a fixação da tampa impermeável consiste em uma dita pluralidade de geotiras (20) é realizada colocando as geotiras (20) em contato com a superfície do solo, ligando as valas (14); as geotiras (20) são seladas ao longo dos bordos sobrepostos, conduzido para um primeiro conjunto de vagas alternativas (14a), e bloqueado por um primeiro material de lastro (22), conduzindo as geotiras (20) para um segundo conjunto de valas alternadas (14b) adjacentes aos anteriores. as geotiras (20) são tensionadas empurrando e bloqueando as mesmas no segundo conjunto de valas (14b) por um segundo material de lastro (22).suitable method and device for securing and tensioning an impermeable cover for loose material hydraulic works a suitable method and device for securing and tensioning an impermeable cover comprising a plurality of geotips (20) for the protection of hydraulic structures (10) of loose material such as dam, canal, and / or water basin. a plurality of ditches or grooves (14) are excavated in the ground (12, 13) of the hydraulic structure (10), all rotating in a predetermined direction; each trench (14) is shaped to have a finished surface suitable for contacting the geotracks (20) is provided by an inert compactable loose material with a fine particle size, for example less than 0.6-0.5 mm . In the case of soils containing rocky or inert materials with high particle size, each trench (14) may optionally include a layer of drainage material (15). The fixing of the waterproof cover consists of a plurality of geotips (20) is performed by placing the geotips (20) in contact with the soil surface, connecting the trenches (14); the geotracks (20) are sealed along the overlapping edges leading to a first set of alternative spaces (14a) and blocked by a first ballast material (22) leading the geotracks (20) to a second set of alternate ditches (14b) adjacent to the above. the geotaps (20) are tensioned by pushing and locking them in the second trench set (14b) by a second ballast material (22).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ITMI2011A000028 | 2011-01-14 | ||
| ITMI2011A000028A IT1403631B1 (en) | 2011-01-14 | 2011-01-14 | METHOD AND DEVICE FOR LAYING AND TENSIONING OF A WATERPROOF COVER, FOR HYDRAULIC WORKS IN LOOSE MATERIAL. |
| PCT/EP2012/050423 WO2012095483A1 (en) | 2011-01-14 | 2012-01-12 | Method and device for laying down and tensioning an impermeable cover for hydraulic works in loose material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| BR112013015631A2 true BR112013015631A2 (en) | 2016-10-11 |
| BR112013015631B1 BR112013015631B1 (en) | 2021-01-26 |
Family
ID=43975372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| BR112013015631-7A BR112013015631B1 (en) | 2011-01-14 | 2012-01-12 | method for attaching and tensioning an impermeable cover and suitable device for attaching and tensioning an impermeable cover to the ground surface of a hydraulic work in loose material |
Country Status (19)
| Country | Link |
|---|---|
| EP (1) | EP2663693B1 (en) |
| AP (1) | AP3472A (en) |
| AU (1) | AU2012206575B2 (en) |
| BR (1) | BR112013015631B1 (en) |
| CL (1) | CL2013001815A1 (en) |
| CO (1) | CO6720994A2 (en) |
| ES (1) | ES2558943T3 (en) |
| GT (1) | GT201300146A (en) |
| HR (1) | HRP20151283T1 (en) |
| IL (1) | IL226722A (en) |
| IT (1) | IT1403631B1 (en) |
| JO (1) | JO3165B1 (en) |
| MA (1) | MA34656B1 (en) |
| PE (1) | PE20140456A1 (en) |
| PL (1) | PL2663693T3 (en) |
| PT (1) | PT2663693E (en) |
| RS (1) | RS54427B1 (en) |
| SI (1) | SI2663693T1 (en) |
| WO (1) | WO2012095483A1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356101B (en) * | 2018-11-23 | 2023-10-20 | 中国电建集团成都勘测设计研究院有限公司 | Dam foundation seepage-proofing structure in ultra-deep coverage layer |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5082397A (en) * | 1982-04-13 | 1992-01-21 | Solmat Systems, Ltd. | Method of and apparatus for controlling fluid leakage through soil |
| IT1248825B (en) | 1990-05-29 | 1995-01-30 | Sibelon Srl | METHOD FOR THE PROTECTION OF DAMS, WITH DEHYDRATION BY CONDENSATION AND DRAINAGE, NOT IN PRESSURE, OF THE WATER PRESENT IN THE DAM BODY. |
| US5703015A (en) * | 1990-08-09 | 1997-12-30 | Monsanto Company | Pesticidal compositions of polyoxyalkylene alkylamine surfactants having reduced eye irritation |
| IT1272902B (en) | 1995-01-13 | 1997-07-01 | Sibelon Srl | SYSTEM FOR FORMING WATERPROOF PROTECTIVE COATINGS FOR HYDRAULIC WORKS UNDER WATER |
| GB9825402D0 (en) * | 1998-11-19 | 1999-01-13 | Pfizer Ltd | Antiparasitic formulations |
| IT1304093B1 (en) | 1998-12-10 | 2001-03-07 | Sibelon Srl | DAM IN LOOSE MATERIAL AND WATERPROOFING PROCEDURE |
-
2011
- 2011-01-14 IT ITMI2011A000028A patent/IT1403631B1/en active
-
2012
- 2012-01-02 JO JOP/2012/0002A patent/JO3165B1/en active
- 2012-01-12 BR BR112013015631-7A patent/BR112013015631B1/en active IP Right Grant
- 2012-01-12 PL PL12700958T patent/PL2663693T3/en unknown
- 2012-01-12 AU AU2012206575A patent/AU2012206575B2/en active Active
- 2012-01-12 PE PE2013001554A patent/PE20140456A1/en active IP Right Grant
- 2012-01-12 ES ES12700958.7T patent/ES2558943T3/en active Active
- 2012-01-12 EP EP12700958.7A patent/EP2663693B1/en active Active
- 2012-01-12 WO PCT/EP2012/050423 patent/WO2012095483A1/en active Application Filing
- 2012-01-12 RS RS20150824A patent/RS54427B1/en unknown
- 2012-01-12 SI SI201230373T patent/SI2663693T1/en unknown
- 2012-01-12 PT PT127009587T patent/PT2663693E/en unknown
- 2012-01-12 AP AP2013006869A patent/AP3472A/en active
-
2013
- 2013-05-09 MA MA35890A patent/MA34656B1/en unknown
- 2013-06-04 IL IL226722A patent/IL226722A/en active IP Right Grant
- 2013-06-06 GT GT201300146A patent/GT201300146A/en unknown
- 2013-06-07 CO CO13138451A patent/CO6720994A2/en active IP Right Grant
- 2013-06-20 CL CL2013001815A patent/CL2013001815A1/en unknown
-
2015
- 2015-11-26 HR HRP20151283TT patent/HRP20151283T1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| HRP20151283T1 (en) | 2016-01-01 |
| PL2663693T3 (en) | 2016-05-31 |
| ITMI20110028A1 (en) | 2012-07-15 |
| AU2012206575A1 (en) | 2013-05-02 |
| PT2663693E (en) | 2016-01-06 |
| JO3165B1 (en) | 2017-09-20 |
| CL2013001815A1 (en) | 2013-12-20 |
| MA34656B1 (en) | 2013-11-02 |
| PE20140456A1 (en) | 2014-04-17 |
| NZ609811A (en) | 2014-06-27 |
| SI2663693T1 (en) | 2016-01-29 |
| EP2663693B1 (en) | 2015-09-09 |
| RS54427B1 (en) | 2016-04-28 |
| EP2663693A1 (en) | 2013-11-20 |
| IL226722A (en) | 2017-09-28 |
| CO6720994A2 (en) | 2013-07-31 |
| AU2012206575B2 (en) | 2015-07-09 |
| IT1403631B1 (en) | 2013-10-31 |
| AP3472A (en) | 2015-11-30 |
| AP2013006869A0 (en) | 2013-05-31 |
| BR112013015631B1 (en) | 2021-01-26 |
| GT201300146A (en) | 2014-08-26 |
| ES2558943T3 (en) | 2016-02-09 |
| WO2012095483A1 (en) | 2012-07-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| B06F | Objections, documents and/or translations needed after an examination request according art. 34 industrial property law | ||
| B06U | Preliminary requirement: requests with searches performed by other patent offices: suspension of the patent application procedure | ||
| B09A | Decision: intention to grant | ||
| B16A | Patent or certificate of addition of invention granted |
Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 12/01/2012, OBSERVADAS AS CONDICOES LEGAIS. |