MX349295B - Tierra reforzada. - Google Patents
Tierra reforzada.Info
- Publication number
- MX349295B MX349295B MX2014013511A MX2014013511A MX349295B MX 349295 B MX349295 B MX 349295B MX 2014013511 A MX2014013511 A MX 2014013511A MX 2014013511 A MX2014013511 A MX 2014013511A MX 349295 B MX349295 B MX 349295B
- Authority
- MX
- Mexico
- Prior art keywords
- strip
- location
- anchorage zone
- fill
- facing element
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Piles And Underground Anchors (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Reinforcement Elements For Buildings (AREA)
- Processing Of Solid Wastes (AREA)
- Retaining Walls (AREA)
Abstract
La presente invención se refiere a un método de instalación de una tira de refuerzo en un relleno compactado contenido por un elemento de revestimiento junto con la tira de refuerzo que se extiende entre una zona de anclaje y la pared. La zona de anclaje es localizada fuera del elemento de revestimiento y separada del elemento de revestimiento. El método comprende: a) instalar (503) la tira de refuerzo en el relleno alimentando la tira de una primera ubicación en la zona de anclaje a la pared y envolviendo la tira a través de un punto de conexión de pared de regreso a una segunda ubicación en la zona de anclaje; b) tensar (513) la tira jalando la misma hasta una tensión predeterminada en la primera ubicación y en la segunda ubicación; y c) anclar (515) la tira en el relleno en la primera ubicación y en la segunda ubicación mientras se mantiene la tira bajo tensión.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/EP2012/059510 WO2013174419A1 (en) | 2012-05-22 | 2012-05-22 | Reinforced earth |
Publications (2)
Publication Number | Publication Date |
---|---|
MX2014013511A MX2014013511A (es) | 2015-10-22 |
MX349295B true MX349295B (es) | 2017-07-21 |
Family
ID=46124382
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
MX2014013511A MX349295B (es) | 2012-05-22 | 2012-05-22 | Tierra reforzada. |
Country Status (12)
Country | Link |
---|---|
US (1) | US9631338B2 (es) |
EP (1) | EP2852709B1 (es) |
JP (1) | JP6242384B2 (es) |
KR (1) | KR20150013169A (es) |
AU (1) | AU2012380774B2 (es) |
BR (1) | BR112014028791A2 (es) |
ES (1) | ES2584607T3 (es) |
HK (1) | HK1207408A1 (es) |
IN (1) | IN2014MN02149A (es) |
MX (1) | MX349295B (es) |
PT (1) | PT2852709T (es) |
WO (1) | WO2013174419A1 (es) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106871882B (zh) * | 2017-04-07 | 2023-07-25 | 中国建筑土木建设有限公司 | 挖孔桩垂直度及平整度激光导向装置及其施工方法 |
US10878193B2 (en) * | 2018-05-01 | 2020-12-29 | Kyocera Document Solutions Inc. | Mobile device capable of providing maintenance information to solve an issue occurred in an image forming apparatus, non-transitory computer readable recording medium that records an information processing program executable by the mobile device, and information processing system including the mobile device |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3848367A (en) * | 1970-10-23 | 1974-11-19 | R Barnes | Anchor device for trailers |
US3830457A (en) * | 1972-10-19 | 1974-08-20 | N Stewart | Anchoring apparatus |
AU526267B2 (en) * | 1978-07-13 | 1982-12-23 | Freyssinet International (Stup) | Reinforced earth structures |
CA1243497A (en) * | 1986-01-15 | 1988-10-25 | Hugh G. Wilson | Retaining wall structure |
JPH0598646A (ja) * | 1991-10-11 | 1993-04-20 | Okasan Kogyo Kk | アンカーを使用して構築される補強した盛土構造物 |
JP3154024B2 (ja) * | 1993-01-22 | 2001-04-09 | 岡三リビック株式会社 | アンカー補強土壁の構造 |
AU9525298A (en) * | 1997-10-16 | 1999-05-10 | Durisol Inc. | Anchored retaining wall system |
FR2790500B1 (fr) * | 1999-03-01 | 2002-06-07 | Freyssinet Int Stup | Procede et dispositif de renforcement d'un ouvrage en beton |
JP3588015B2 (ja) * | 1999-09-17 | 2004-11-10 | ジェイ建築システム株式会社 | 建築物の繊維補強システム |
KR100349985B1 (ko) * | 1999-11-12 | 2002-08-28 | 주식회사 경기기술단 | 조립식 보강토 옹벽 지지용 보강재 시공방법 및 그 시공기구 |
GB2364729B (en) * | 2000-07-13 | 2004-04-07 | Tinsley Wire Ltd | Embankment support means |
AU2001292420A1 (en) * | 2000-11-08 | 2002-05-21 | Jeung Su Lee | Placementing method of reinforcing strips for constructing precast concrete facing panel and pulling-up device of reinforcing strips |
JP2003003474A (ja) * | 2001-06-27 | 2003-01-08 | Kyokado Eng Co Ltd | 補強土構造物および補強土ブロック |
EP1402120A1 (en) * | 2001-07-05 | 2004-03-31 | VSL International AG | Assembly device for use in reinforced soil construction |
US6802675B2 (en) * | 2002-05-31 | 2004-10-12 | Reinforced Earth Company | Two stage wall connector |
JP4024686B2 (ja) * | 2003-02-05 | 2007-12-19 | ジェイ建築システム株式会社 | 木造建築物の接合補強材及び接合補強構造 |
US6928783B2 (en) * | 2003-06-27 | 2005-08-16 | James Oliver | Frame clamp for anchor strap |
KR100660356B1 (ko) * | 2004-10-19 | 2006-12-21 | 이정수 | 조립식 보강토 옹벽 지지용 띠형 섬유보강재의 시공방법및 이 시공방법에 사용되는 띠형 섬유보강재 |
KR20120137437A (ko) * | 2005-10-19 | 2012-12-20 | 마에다코센가부시끼가이샤 | 옹벽 성토 구조체 |
KR20090084469A (ko) * | 2008-02-01 | 2009-08-05 | 이정수 | 옹벽 지지용 보강재 |
-
2012
- 2012-05-22 KR KR1020147031912A patent/KR20150013169A/ko not_active Application Discontinuation
- 2012-05-22 IN IN2149MUN2014 patent/IN2014MN02149A/en unknown
- 2012-05-22 WO PCT/EP2012/059510 patent/WO2013174419A1/en active Application Filing
- 2012-05-22 BR BR112014028791A patent/BR112014028791A2/pt not_active Application Discontinuation
- 2012-05-22 PT PT127218741T patent/PT2852709T/pt unknown
- 2012-05-22 US US14/401,635 patent/US9631338B2/en not_active Expired - Fee Related
- 2012-05-22 JP JP2015513026A patent/JP6242384B2/ja not_active Expired - Fee Related
- 2012-05-22 ES ES12721874.1T patent/ES2584607T3/es active Active
- 2012-05-22 AU AU2012380774A patent/AU2012380774B2/en not_active Ceased
- 2012-05-22 EP EP12721874.1A patent/EP2852709B1/en not_active Not-in-force
- 2012-05-22 MX MX2014013511A patent/MX349295B/es active IP Right Grant
-
2015
- 2015-08-21 HK HK15108109.4A patent/HK1207408A1/zh not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
AU2012380774B2 (en) | 2017-08-10 |
AU2012380774A1 (en) | 2014-11-20 |
US20150159340A1 (en) | 2015-06-11 |
HK1207408A1 (zh) | 2016-01-29 |
IN2014MN02149A (es) | 2015-08-21 |
PT2852709T (pt) | 2016-07-07 |
US9631338B2 (en) | 2017-04-25 |
JP6242384B2 (ja) | 2017-12-06 |
WO2013174419A1 (en) | 2013-11-28 |
EP2852709B1 (en) | 2016-04-27 |
KR20150013169A (ko) | 2015-02-04 |
ES2584607T3 (es) | 2016-09-28 |
BR112014028791A2 (pt) | 2017-06-27 |
EP2852709A1 (en) | 2015-04-01 |
MX2014013511A (es) | 2015-10-22 |
JP2015517614A (ja) | 2015-06-22 |
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Legal Events
Date | Code | Title | Description |
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FG | Grant or registration |