CO6720994A2 - Method and device for extending and tensioning a waterproof cover for hydraulic works in loose material - Google Patents

Method and device for extending and tensioning a waterproof cover for hydraulic works in loose material

Info

Publication number
CO6720994A2
CO6720994A2 CO13138451A CO13138451A CO6720994A2 CO 6720994 A2 CO6720994 A2 CO 6720994A2 CO 13138451 A CO13138451 A CO 13138451A CO 13138451 A CO13138451 A CO 13138451A CO 6720994 A2 CO6720994 A2 CO 6720994A2
Authority
CO
Colombia
Prior art keywords
geostrips
ditches
loose material
tensioning
extending
Prior art date
Application number
CO13138451A
Other languages
Spanish (es)
Inventor
Alberto Scuero
Original Assignee
Gsi Geosyntec Invest B V
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 Gsi Geosyntec Invest B V filed Critical Gsi Geosyntec Invest B V
Publication of CO6720994A2 publication Critical patent/CO6720994A2/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/16Sealings or joints

Abstract

Un método y un dispositivo adecuado para extender y tensar una cubierta impermeable que comprende una pluralidad de geostrips (20) para la protección de estructuras hidráulicas (10) que consisten en material suelto, como una presa, canal y/o depósito de agua. Una pluralidad de zanjas o surcos (14) son excavados en el suelo (12, 13) de la estructura hidráulica (10) todos corriendo en una dirección predeterminada; cada zanja (14) es conformada para tener superficie interior adecuado para entrar en contacto con las geostrips (20) provistas de material suelto compactable inerte que tiene un tamaño de partícula de, 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 (14) puede incluir opcionalmente una capa de material de drenaje (15). La extensión de la cubierta impermeable consistente en dicha pluralidad de geostrips (20) se lleva a cabo colocando las geostrips (20) en contacto con la superficie del suelo cerrando las zanjas (14), las geostrips (20) son selladas a lo largo de bordes superpuestos empujadas a un primer conjunto de zanjas alternadas (14A) y bloqueadas por un primer material de lastre (22), dejando las geostrips (20) puenteando un segundo conjuntos de zanjas alternadas (14B) adyacentes a las anteriores. Las geostrips (20) a continuación, se tensan mediante empujarlas y bloquearlas en el segundo conjunto de zanjas (14B) por un segundo material de lastre (22).A method and device suitable for extending and tensioning an impermeable cover comprising a plurality of geostrips (20) for the protection of hydraulic structures (10) consisting of loose material, such as a dam, channel and / or water reservoir. A plurality of trenches or grooves (14) are dug into the ground (12, 13) of the hydraulic structure (10) all running in a predetermined direction; Each ditch (14) is shaped to have an inner surface suitable for coming into contact with the geostrips (20) provided with inert compactable loose material having a particle size of, for example, less than 0.6-0.5 mm. In the case of soils containing inert rock materials or materials with high grain size, each ditch (14) may optionally include a layer of drainage material (15). The extension of the impermeable cover consisting of said plurality of geostrips (20) is carried out by placing the geostrips (20) in contact with the ground surface by closing the trenches (14), the geostrips (20) are sealed along overlapping edges pushed to a first set of alternating ditches (14A) and blocked by a first ballast material (22), leaving the geostrips (20) bypassing a second set of alternating ditches (14B) adjacent to the previous ones. The geostrips (20) are then tensioned by pushing and blocking them in the second set of ditches (14B) by a second ballast material (22).

CO13138451A 2011-01-14 2013-06-07 Method and device for extending and tensioning a waterproof cover for hydraulic works in loose material CO6720994A2 (en)

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
CO6720994A2 true CO6720994A2 (en) 2013-07-31

Family

ID=43975372

Family Applications (1)

Application Number Title Priority Date Filing Date
CO13138451A CO6720994A2 (en) 2011-01-14 2013-06-07 Method and device for extending and tensioning a waterproof cover for hydraulic works 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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
CL2013001815A1 (en) 2013-12-20
MA34656B1 (en) 2013-11-02
JO3165B1 (en) 2017-09-20
NZ609811A (en) 2014-06-27
PT2663693E (en) 2016-01-06
EP2663693A1 (en) 2013-11-20
PL2663693T3 (en) 2016-05-31
AP2013006869A0 (en) 2013-05-31
IT1403631B1 (en) 2013-10-31
BR112013015631A2 (en) 2016-10-11
PE20140456A1 (en) 2014-04-17
EP2663693B1 (en) 2015-09-09
AP3472A (en) 2015-11-30
GT201300146A (en) 2014-08-26
ES2558943T3 (en) 2016-02-09
AU2012206575B2 (en) 2015-07-09
HRP20151283T1 (en) 2016-01-01
AU2012206575A1 (en) 2013-05-02
ITMI20110028A1 (en) 2012-07-15
WO2012095483A1 (en) 2012-07-19
BR112013015631B1 (en) 2021-01-26
RS54427B1 (en) 2016-04-28
SI2663693T1 (en) 2016-01-29
IL226722A (en) 2017-09-28

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Legal Events

Date Code Title Description
FG Application granted