BR112014006774A2 - método para formar uma parede de retenção, e parede de retenção correspondente - Google Patents

método para formar uma parede de retenção, e parede de retenção correspondente

Info

Publication number
BR112014006774A2
BR112014006774A2 BR112014006774A BR112014006774A BR112014006774A2 BR 112014006774 A2 BR112014006774 A2 BR 112014006774A2 BR 112014006774 A BR112014006774 A BR 112014006774A BR 112014006774 A BR112014006774 A BR 112014006774A BR 112014006774 A2 BR112014006774 A2 BR 112014006774A2
Authority
BR
Brazil
Prior art keywords
wall
earth
retaining wall
cavity
area
Prior art date
Application number
BR112014006774A
Other languages
English (en)
Inventor
Garzon Lavih
Garzon Maurice
Original Assignee
Garzon Lavih
Garzon Maurice
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 Garzon Lavih, Garzon Maurice filed Critical Garzon Lavih
Publication of BR112014006774A2 publication Critical patent/BR112014006774A2/pt

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0275Retaining or protecting walls characterised by constructional features cast in situ
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/26Compacting soil locally before forming foundations; Construction of foundation structures by forcing binding substances into gravel fillings
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/046Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil

Landscapes

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

Abstract

resumo método para formar uma parede de retenção, e parede de retenção correspondente método para a formação de uma parede de retenção de cimento é descrito. o método inclui o passo de definição de uma superfície de terra de um contorno da parede a ser formada. o contorno delimita uma área de terra a ser escavada. o método também inclui o passo de compactação da área. após a compactação, a terra debaixo e adjacente à área é densificada, o que proporciona estabilidade à terra durante a escavação e depois a parede é formada. o método também inclui o passo de escavar a terra a partir da área comprimida para uma profundidade inicial, criando deste modo uma cavidade na parede. o método inclui ainda a etapa de compactação da superfície do fundo da parede da cavidade e, subsequentemente, a escavação da terra a partir da superfície do fundo compactado. este passo pode ser repetido tanto quanto necessário, até que a profundidade final da parede da cavidade seja atingida. uma vez que a profundidade final é alcançada, a cavidade de parede pode ser preenchida, pelo menos parcialmente, com um material de cimento, de modo a formar a parede de retenção.
BR112014006774A 2011-09-27 2012-09-27 método para formar uma parede de retenção, e parede de retenção correspondente BR112014006774A2 (pt)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US201161539547P 2011-09-27 2011-09-27
US201261611085P 2012-03-15 2012-03-15
PCT/CA2012/050676 WO2013044386A1 (en) 2011-09-27 2012-09-27 Retaining wall construction using site compaction and excavation

Publications (1)

Publication Number Publication Date
BR112014006774A2 true BR112014006774A2 (pt) 2017-03-28

Family

ID=47994077

Family Applications (1)

Application Number Title Priority Date Filing Date
BR112014006774A BR112014006774A2 (pt) 2011-09-27 2012-09-27 método para formar uma parede de retenção, e parede de retenção correspondente

Country Status (18)

Country Link
US (1) US8898996B2 (pt)
EP (1) EP2761098B1 (pt)
JP (1) JP6166264B2 (pt)
KR (1) KR20140075767A (pt)
CN (1) CN103958780B (pt)
AP (1) AP2014007534A0 (pt)
AU (1) AU2012315417B2 (pt)
BR (1) BR112014006774A2 (pt)
CA (1) CA2806224C (pt)
CL (1) CL2014000733A1 (pt)
CO (1) CO6990684A2 (pt)
CR (1) CR20140139A (pt)
EA (1) EA027027B1 (pt)
IL (1) IL231651B (pt)
MX (1) MX349515B (pt)
PE (1) PE20141630A1 (pt)
PH (1) PH12014500697B1 (pt)
WO (1) WO2013044386A1 (pt)

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CN110144908B (zh) * 2019-05-09 2024-03-22 中铁二院工程集团有限责任公司 一种深层注浆加固滑坡构造的构筑方法
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CN111291492B (zh) * 2020-02-20 2023-01-13 中铁二院工程集团有限责任公司 一种提升既有衡重式挡墙抗滑、抗倾覆安全性的方法
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CN112627796B (zh) * 2020-12-22 2022-09-16 五矿盐湖有限公司 一种采卤渠系统的施工方法
CN112873506B (zh) * 2021-01-13 2022-10-21 中建一局集团第三建筑有限公司 一种预制式装配化生态挡墙边肋柱及其施工方法
CN113235970B (zh) * 2021-06-09 2022-07-29 广州市鲁班建筑科技集团股份有限公司 一种对古墓室四周进行分离的结构及其施工方法
US11761161B2 (en) * 2021-07-22 2023-09-19 Precast Concrete Concepts, LLC. Retaining wall extension systems and methods
CN114282393B (zh) * 2022-01-07 2023-05-02 中铁二十三局集团有限公司 一种装配式挡土墙稳定性计算方法

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Also Published As

Publication number Publication date
MX2014003484A (es) 2015-02-18
AP2014007534A0 (en) 2014-03-31
CN103958780B (zh) 2017-08-25
CO6990684A2 (es) 2014-07-10
EP2761098B1 (en) 2016-06-01
AU2012315417A1 (en) 2013-05-09
EA201490691A1 (ru) 2014-08-29
CR20140139A (es) 2014-06-06
EP2761098A4 (en) 2015-05-27
PE20141630A1 (es) 2014-11-06
US8898996B2 (en) 2014-12-02
WO2013044386A1 (en) 2013-04-04
JP2014531539A (ja) 2014-11-27
CA2806224A1 (en) 2013-03-27
EA027027B1 (ru) 2017-06-30
EP2761098A1 (en) 2014-08-06
US20140215959A1 (en) 2014-08-07
CA2806224C (en) 2014-03-18
PH12014500697B1 (en) 2014-05-12
MX349515B (es) 2017-08-02
AU2012315417B2 (en) 2015-09-10
JP6166264B2 (ja) 2017-07-19
IL231651A0 (en) 2014-05-28
IL231651B (en) 2018-02-28
CN103958780A (zh) 2014-07-30
KR20140075767A (ko) 2014-06-19
CL2014000733A1 (es) 2014-10-10

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Legal Events

Date Code Title Description
B06F Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette]
B06U Preliminary requirement: requests with searches performed by other patent offices: procedure suspended [chapter 6.21 patent gazette]
B06A Patent application procedure suspended [chapter 6.1 patent gazette]
B11B Dismissal acc. art. 36, par 1 of ipl - no reply within 90 days to fullfil the necessary requirements