GT201300146A - METHOD AND DEVICE FOR EXTENDING AND TENSING A WATERPROOF COVER FOR HYDRAULIC WORKS IN LOOSE MATERIAL - Google Patents
METHOD AND DEVICE FOR EXTENDING AND TENSING A WATERPROOF COVER FOR HYDRAULIC WORKS IN LOOSE MATERIALInfo
- Publication number
- GT201300146A GT201300146A GT201300146A GT201300146A GT201300146A GT 201300146 A GT201300146 A GT 201300146A GT 201300146 A GT201300146 A GT 201300146A GT 201300146 A GT201300146 A GT 201300146A GT 201300146 A GT201300146 A GT 201300146A
- Authority
- GT
- Guatemala
- Prior art keywords
- geometric bands
- geometric
- bands
- waterproof cover
- tensing
- Prior art date
Links
- 239000000463 material Substances 0.000 title abstract 8
- 238000000034 method Methods 0.000 title abstract 2
- 239000002689 soil Substances 0.000 abstract 3
- 238000001033 granulometry Methods 0.000 abstract 1
- 239000002245 particle Substances 0.000 abstract 1
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)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Sewage (AREA)
- Road Paving Structures (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Barrages (AREA)
- Railway Tracks (AREA)
Abstract
UN MÉTODO Y UN DISPOSITIVO ADECUADO PARA EXTENDER Y TENSAR UNA CUBIERTA IMPERMEABLE QUE COMPRENDE UNA PLURALIDAD DE BANDAS GEOMÉTRICAS PARA LA PROTECCIÓN DE ESTRUCTURAS HIDRÁULICAS QUE CONSISTEN EN MATERIAL SUELTO, COMO UNA PRESA, CANAL Y/O DEPÓSITO DE AGUA. UNA PLURALIDAD DE ZANGAS O SURCOS SON EXCAVADOS EN EL SUELO DE LA ESTRUCTURA HIDRÁULICA TODOS CORRIENDO EN UNA DIRECCIÓN PREDETERMINADA; CADA ZANJA ES CONFORMADA PAR ATENER SUPERFICIE INTERIOR ADECUADO PARA ENTRAR EN CONTACTO CON LAS BANDAS GEOMÉTRICAS PROVISTAS DE MATERIAL SUELTO COMPACTABLE INERTE QUE TIENE UN TAMAÑO DE PARTÍCULA, POR EJEMPLO, MENOS DE 0.6-0.5 MM. EN EL CASO DE SUELOS QUE CONTIENEN MATERIALES ROCOSOS INERTES O MATERIALES CON ALTA GRANULOMETRÍA, CADA ZANJA PUEDE INCLUIR OPCIONALMENTE UN CAPA DE MATERIAL DE DRENAJE. LA EXTENSIÓN DE LA CUBIERTA IMPERMEABLE CONSISTENTE EN DICHA PLURALIDAD DE BANDAS GEOMÉTRICAS SE LLEVA A CABO COLOCANDO LAS BANDAS GEOMÉTRICAS EN CONTACTO CON LA SUPERFICIE DEL SUELO CERRANDO LAS ZANGAS, LAS BANDAS GEOMÉTRICAS SON SELLADAS A LO LARGO DE BORDES SUPERPUESTOS EMPUJADAS A UN PRIMER CONJUNTO DE ZANGAS SUPERPUESTOS EMPUJADAS A UN PRIMER CONJUNTO DE ZANGAS ALTERNADAS Y BLOQUEADAS POR UN PRIMER MATERIAL DE LASTRE, DEJANDO LAS BANDAS GEOMÉTRICAS PUENTEANDO UN SEGUNDO CONJUNTO DE ZANJAS ALTERNADAS ADYACENTES A LAS ANTERIORES. LAS BANDAS GEOMÉTRICAS A CONTINUACIÓN, SE TENSAN MEDIANTE EMPUJARLAS Y BLOQUEARLAS EN EL SEGUNDO CONJUNTO DE ZANJAS POR UN SEGUNDO MATERIAL DE LASTRE.AN APPROPRIATE METHOD AND DEVICE FOR EXTENDING AND TENSING AN WATERPROOF COVER THAT INCLUDES A PLURALITY OF GEOMETRIC BANDS FOR THE PROTECTION OF HYDRAULIC STRUCTURES THAT CONSIST IN LOOSE MATERIAL, LIKE A DAM, CHANNEL AND / OR DEPOSIT. A PLURALITY OF ZONES OR FITTINGS ARE EXCAVED IN THE SOIL OF THE HYDRAULIC STRUCTURE ALL RUNNING IN A DEFAULT DIRECTION; EVERY Ditch IS CONFORMED TO ATTACH SUITABLE INTERIOR SURFACE TO CONTACT THE GEOMETRIC BANDS PROVIDED WITH INERT COMPACTTABLE MATERIAL THAT HAS A PARTICLE SIZE, FOR EXAMPLE, LESS OF 0.6-0.5 MM. IN THE CASE OF SOILS CONTAINING INERT ROCKY MATERIALS OR MATERIALS WITH HIGH GRANULOMETRY, EACH Ditch CAN OPTIONALLY INCLUDE A LAYER OF DRAIN MATERIAL. THE EXTENSION OF THE WATERPROOF COVER CONSISTING IN SUCH PLUMBILITY OF GEOMETRIC BANDS IS CARRIED OUT BY PLACING THE GEOMETRIC BANDS IN CONTACT WITH THE SOIL SURFACE CLOSING THE ZANGES, THE GEOMETRIC BANDS ARE SEALED AROUND THROUGH A FIRST THROUGHOUT SUPERPOSED PUSHED TO A FIRST SET OF ALTERNATE ZONES AND LOCKED BY A FIRST LASTRE MATERIAL, LEAVING THE GEOMETRIC BANDS BRIDGING A SECOND SET OF ALTERNATE DROPS ADJACING TO THE ABOVE. THE GEOMETRIC BANDS BELOW, TENSE THROUGH PUSH THEM AND BLOCK THEM IN THE SECOND SET OF DROPS FOR A SECOND LASTRE MATERIAL.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| 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. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GT201300146A true GT201300146A (en) | 2014-08-26 |
Family
ID=43975372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GT201300146A GT201300146A (en) | 2011-01-14 | 2013-06-06 | METHOD AND DEVICE FOR EXTENDING AND TENSING A WATERPROOF COVER FOR HYDRAULIC WORKS IN LOOSE MATERIAL |
Country Status (20)
| 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) |
| PH (1) | PH12013501426A1 (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 (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708239B (en) * | 2018-07-28 | 2025-02-14 | 新疆维吾尔自治区交通规划勘察设计研究院 | A geogrid steep slope embankment structure and construction method |
| 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 |
| CN111879823A (en) * | 2020-07-03 | 2020-11-03 | 温州大学 | Polymer-based piezoelectric composite geotextile band for monitoring internal damage of geotechnical engineering and preparation method thereof |
| IT202300013935A1 (en) * | 2023-07-04 | 2025-01-04 | Carpi Tech Bv | METHOD AND DEVICE FOR WATERPROOFING THE BOTTOM OF A RESERVOIR |
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 PH PH1/2013/501426A patent/PH12013501426A1/en unknown
- 2012-01-12 EP EP12700958.7A patent/EP2663693B1/en active Active
- 2012-01-12 WO PCT/EP2012/050423 patent/WO2012095483A1/en not_active Ceased
- 2012-01-12 RS RS20150824A patent/RS54427B1/en unknown
- 2012-01-12 AP AP2013006869A patent/AP3472A/en active
- 2012-01-12 SI SI201230373T patent/SI2663693T1/en unknown
- 2012-01-12 PT PT127009587T patent/PT2663693E/en unknown
- 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 HR HRP20151283TT patent/HRP20151283T1/en unknown
-
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
Also Published As
| Publication number | Publication date |
|---|---|
| ES2558943T3 (en) | 2016-02-09 |
| EP2663693B1 (en) | 2015-09-09 |
| IL226722A (en) | 2017-09-28 |
| AP3472A (en) | 2015-11-30 |
| PH12013501426A1 (en) | 2013-08-28 |
| PL2663693T3 (en) | 2016-05-31 |
| BR112013015631A2 (en) | 2016-10-11 |
| AU2012206575B2 (en) | 2015-07-09 |
| AP2013006869A0 (en) | 2013-05-31 |
| CL2013001815A1 (en) | 2013-12-20 |
| HRP20151283T1 (en) | 2016-01-01 |
| EP2663693A1 (en) | 2013-11-20 |
| PT2663693E (en) | 2016-01-06 |
| WO2012095483A1 (en) | 2012-07-19 |
| SI2663693T1 (en) | 2016-01-29 |
| MA34656B1 (en) | 2013-11-02 |
| RS54427B1 (en) | 2016-04-28 |
| BR112013015631B1 (en) | 2021-01-26 |
| NZ609811A (en) | 2014-06-27 |
| JO3165B1 (en) | 2017-09-20 |
| ITMI20110028A1 (en) | 2012-07-15 |
| AU2012206575A1 (en) | 2013-05-02 |
| PE20140456A1 (en) | 2014-04-17 |
| CO6720994A2 (en) | 2013-07-31 |
| IT1403631B1 (en) | 2013-10-31 |
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