MX2014003484A - Metodo para formar un muro de contención y muro de contención correspondiente . - Google Patents

Metodo para formar un muro de contención y muro de contención correspondiente .

Info

Publication number
MX2014003484A
MX2014003484A MX2014003484A MX2014003484A MX2014003484A MX 2014003484 A MX2014003484 A MX 2014003484A MX 2014003484 A MX2014003484 A MX 2014003484A MX 2014003484 A MX2014003484 A MX 2014003484A MX 2014003484 A MX2014003484 A MX 2014003484A
Authority
MX
Mexico
Prior art keywords
earth
wall
area
retaining wall
excavation
Prior art date
Application number
MX2014003484A
Other languages
English (en)
Other versions
MX349515B (es
Inventor
Maurice Garzon
Lavih Garzon
Original Assignee
Maurice Garzon
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 Maurice Garzon filed Critical Maurice Garzon
Publication of MX2014003484A publication Critical patent/MX2014003484A/es
Publication of MX349515B publication Critical patent/MX349515B/es

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
    • 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
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/26—Compacting soil locally before forming foundations; Construction of foundation structures by forcing binding substances into gravel fillings
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil

Landscapes

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

Abstract

Se describe un método para formar un muro de contención de cemento. El método incluye el paso de definir un trazado del muro a formar sobre una superficie de la tierra. El trazado delimita un área de la tierra a ser excavada. El método también incluye el paso de compactar el área. Luego de la compactación, la tierra bajo y adyacente al área es densificada, lo que proporciona estabilidad a la tierra durante la excavación y luego de que el muro se forma. El método también incluye el paso de excavar la tierra desde el área compactada hasta una profundidad inicial, creando así una cavidad del muro. El método además incluye el paso de compactar el fondo de la superficie de la cavidad del muro y subsecuentemente excavar la tierra desde el fondo de la superficie compactada. Este paso puede repetirse tanto como se requiera, hasta que se alcanza una profundidad final de la cavidad del muro. Una vez que se alcanza la profundidad final, la cavidad del muro puede llenarse al menos parcialmente con un material de cemento para formar el muro de contención.
MX2014003484A 2011-09-27 2012-09-27 Método para formar un muro de contención y muro de contención correspondiente . MX349515B (es)

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 (2)

Publication Number Publication Date
MX2014003484A true MX2014003484A (es) 2015-02-18
MX349515B MX349515B (es) 2017-08-02

Family

ID=47994077

Family Applications (1)

Application Number Title Priority Date Filing Date
MX2014003484A MX349515B (es) 2011-09-27 2012-09-27 Método para formar un muro de contención y muro de contención correspondiente .

Country Status (18)

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

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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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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
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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
US8898996B2 (en) 2014-12-02
CA2806224C (en) 2014-03-18
IL231651B (en) 2018-02-28
JP2014531539A (ja) 2014-11-27
BR112014006774A2 (pt) 2017-03-28
CR20140139A (es) 2014-06-06
WO2013044386A1 (en) 2013-04-04
AU2012315417B2 (en) 2015-09-10
PE20141630A1 (es) 2014-11-06
JP6166264B2 (ja) 2017-07-19
EA201490691A1 (ru) 2014-08-29
CO6990684A2 (es) 2014-07-10
EP2761098A1 (en) 2014-08-06
CN103958780A (zh) 2014-07-30
CA2806224A1 (en) 2013-03-27
CN103958780B (zh) 2017-08-25
AU2012315417A1 (en) 2013-05-09
US20140215959A1 (en) 2014-08-07
EA027027B1 (ru) 2017-06-30
EP2761098B1 (en) 2016-06-01
AP2014007534A0 (en) 2014-03-31
KR20140075767A (ko) 2014-06-19
PH12014500697B1 (en) 2014-05-12
CL2014000733A1 (es) 2014-10-10
EP2761098A4 (en) 2015-05-27
IL231651A0 (en) 2014-05-28
MX349515B (es) 2017-08-02

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