BR112012024186A2 - obra em solo reforçado - Google Patents

obra em solo reforçado

Info

Publication number
BR112012024186A2
BR112012024186A2 BR112012024186A BR112012024186A BR112012024186A2 BR 112012024186 A2 BR112012024186 A2 BR 112012024186A2 BR 112012024186 A BR112012024186 A BR 112012024186A BR 112012024186 A BR112012024186 A BR 112012024186A BR 112012024186 A2 BR112012024186 A2 BR 112012024186A2
Authority
BR
Brazil
Prior art keywords
liner
filler
work
ground work
portions
Prior art date
Application number
BR112012024186A
Other languages
English (en)
Other versions
BR112012024186B1 (pt
Inventor
Gilles Berard
Jean-Claude Morizot
Nicolas Freitag
Original Assignee
Terre Armee Int
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 Terre Armee Int filed Critical Terre Armee Int
Publication of BR112012024186A2 publication Critical patent/BR112012024186A2/pt
Publication of BR112012024186B1 publication Critical patent/BR112012024186B1/pt

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
    • E02D29/0241—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
    • 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
    • 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
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Revetment (AREA)

Abstract

obra em solo reforçado. a obra compreende um revestimento, um enchimento na traseira do revestimento, tiras sintéticas de reforço repartidas no enchimento e um sistema de conexão entre as tiras de reforço e o enchimento. o sistema de conexão compreende ligações em forma de argola fechada contínua, tendo cada uma duas primeiras porções de fixação ao revestimento e em alternância com as primeiras porções ao longo da forma de argola fechada, duas segundas porções que se estendem para a traseira do revestimento, construção onde elas são novamente dobradas para formar duas argolas no interior das quais passa no mínimo uma tira de reforço.
BR112012024186A 2010-03-25 2010-03-25 estrutura de construção em solo reforçado BR112012024186B1 (pt)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/FR2010/050552 WO2011117476A1 (fr) 2010-03-25 2010-03-25 Ouvrage en sol renforce

Publications (2)

Publication Number Publication Date
BR112012024186A2 true BR112012024186A2 (pt) 2016-07-05
BR112012024186B1 BR112012024186B1 (pt) 2019-08-13

Family

ID=42226666

Family Applications (1)

Application Number Title Priority Date Filing Date
BR112012024186A BR112012024186B1 (pt) 2010-03-25 2010-03-25 estrutura de construção em solo reforçado

Country Status (13)

Country Link
US (1) US9273443B2 (pt)
EP (1) EP2550406B1 (pt)
JP (1) JP5674913B2 (pt)
AR (1) AR081126A1 (pt)
AU (1) AU2010349356B2 (pt)
BR (1) BR112012024186B1 (pt)
ES (1) ES2453473T3 (pt)
HR (1) HRP20140210T1 (pt)
MX (1) MX2012010901A (pt)
PL (1) PL2550406T3 (pt)
PT (1) PT2550406E (pt)
RU (1) RU2521375C2 (pt)
WO (1) WO2011117476A1 (pt)

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KR101528238B1 (ko) * 2014-12-11 2015-06-11 주식회사 한포스 보강토 옹벽용 띠형 섬유보강재의 시공방법
FR3025815B1 (fr) * 2015-07-07 2016-12-30 Terre Armee Int Insert de moulage et bloc de parement avec un tel insert
US10131410B2 (en) * 2015-12-18 2018-11-20 In-House Docking Concepts, Llc Home structure with integrated boat slip and lift
FR3050216B1 (fr) * 2016-04-14 2020-12-04 Terre Armee Int Dispositif de positionnement de panneaux de parement, structure de sol renforce comprenant ledit dispositif et procede de positionnement associe
WO2019077382A1 (en) * 2017-10-18 2019-04-25 Terre Armee Internationale REUSABLE CASTING ELEMENT FOR A FACING ELEMENT AND METHOD FOR MANUFACTURING A FACING ELEMENT USING SAID REUSABLE CASTING ELEMENT
USD915626S1 (en) * 2019-07-05 2021-04-06 Hanforce, Co., Ltd Sleeve for inserting reinforcement material for retaining wall panel
KR102034144B1 (ko) * 2019-07-30 2019-11-08 주식회사 한포스 보강토 옹벽 축조용 패널

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US6802675B2 (en) * 2002-05-31 2004-10-12 Reinforced Earth Company Two stage wall connector
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FR2913436B1 (fr) * 2007-03-05 2009-05-29 Terre Armee Internationale Soc Ouvrage en sol renforce et elements de renfort pour sa construction
FR2922234B1 (fr) * 2008-03-04 2017-12-22 Terre Armee Int Bande de stabilisation souple destinee a etre utilisee dans des ouvrages en sol renforce
US8079782B1 (en) * 2008-05-16 2011-12-20 Hilfiker William K Semi-extensible steel soil reinforcements for mechanically stabilized embankments
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Also Published As

Publication number Publication date
WO2011117476A1 (fr) 2011-09-29
AU2010349356B2 (en) 2016-10-27
ES2453473T3 (es) 2014-04-07
BR112012024186B1 (pt) 2019-08-13
AU2010349356A1 (en) 2012-10-11
JP5674913B2 (ja) 2015-02-25
EP2550406B1 (fr) 2013-12-25
RU2012145274A (ru) 2014-04-27
MX2012010901A (es) 2012-11-23
PL2550406T3 (pl) 2014-05-30
JP2013524043A (ja) 2013-06-17
AR081126A1 (es) 2012-06-27
RU2521375C2 (ru) 2014-06-27
PT2550406E (pt) 2014-03-20
EP2550406A1 (fr) 2013-01-30
US9273443B2 (en) 2016-03-01
HRP20140210T1 (hr) 2014-04-11
US20130008098A1 (en) 2013-01-10

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Legal Events

Date Code Title Description
B06T Formal requirements before examination [chapter 6.20 patent gazette]
B06F Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette]
B09A Decision: intention to grant [chapter 9.1 patent gazette]
B16A Patent or certificate of addition of invention granted [chapter 16.1 patent gazette]

Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 25/03/2010, OBSERVADAS AS CONDICOES LEGAIS. (CO) 20 (VINTE) ANOS CONTADOS A PARTIR DE 25/03/2010, OBSERVADAS AS CONDICOES LEGAIS

B21F Lapse acc. art. 78, item iv - on non-payment of the annual fees in time

Free format text: REFERENTE A 12A ANUIDADE.

B24J Lapse because of non-payment of annual fees (definitively: art 78 iv lpi, resolution 113/2013 art. 12)

Free format text: EM VIRTUDE DA EXTINCAO PUBLICADA NA RPI 2663 DE 18-01-2022 E CONSIDERANDO AUSENCIA DE MANIFESTACAO DENTRO DOS PRAZOS LEGAIS, INFORMO QUE CABE SER MANTIDA A EXTINCAO DA PATENTE E SEUS CERTIFICADOS, CONFORME O DISPOSTO NO ARTIGO 12, DA RESOLUCAO 113/2013.