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MX2015003796A - Metodo para producir una estructura reforzada en el suelo. - Google Patents

Metodo para producir una estructura reforzada en el suelo.

Info

Publication number
MX2015003796A
MX2015003796A MX2015003796A MX2015003796A MX2015003796A MX 2015003796 A MX2015003796 A MX 2015003796A MX 2015003796 A MX2015003796 A MX 2015003796A MX 2015003796 A MX2015003796 A MX 2015003796A MX 2015003796 A MX2015003796 A MX 2015003796A
Authority
MX
Mexico
Prior art keywords
drilling
ground
drilling tube
reinforced structure
tube
Prior art date
Application number
MX2015003796A
Other languages
English (en)
Inventor
Daniel Viargues
Christophe Guillon
Original Assignee
Soletanche Freyssinet
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 Soletanche Freyssinet filed Critical Soletanche Freyssinet
Publication of MX2015003796A publication Critical patent/MX2015003796A/es

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
    • 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
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/18—Placing by vibrating

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Earth Drilling (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

La invención se refiere a un método para realizar una estructura reforzada en el suelo, el método comprende las siguientes etapas: proveer una herramienta de perforación (10) que comprende un tubo de perforación (12), y medios (20) que hacen vibrar el tubo de perforación (12); realizar una perforación (F) en el suelo (S) con la ayuda de la herramienta de perforación (10) mientras hace vibrar el tubo de perforación (12); cuando el tubo de perforación (12) ha alcanzado la profundidad predeterminada, inyectar una lechada de sellado (C) en el tubo de perforación a fin de incrustar el tubo de perforación (12) en la lechada de sellado (C); y enseguida separar el tubo de perforación de la herramienta de perforación, obteniendo así una estructura reforzada provista con un elemento de reforzamiento constituido por el tubo de perforación.
MX2015003796A 2012-09-27 2013-09-26 Metodo para producir una estructura reforzada en el suelo. MX2015003796A (es)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1259136A FR2995918B1 (fr) 2012-09-27 2012-09-27 Procede de realisation d'une structure armee dans un sol
PCT/FR2013/052276 WO2014049278A1 (fr) 2012-09-27 2013-09-26 Procede de realisation d'une structure armee dans un sol

Publications (1)

Publication Number Publication Date
MX2015003796A true MX2015003796A (es) 2015-10-05

Family

ID=47594913

Family Applications (1)

Application Number Title Priority Date Filing Date
MX2015003796A MX2015003796A (es) 2012-09-27 2013-09-26 Metodo para producir una estructura reforzada en el suelo.

Country Status (11)

Country Link
US (1) US10106976B2 (es)
EP (1) EP2900876B1 (es)
CA (1) CA2885700C (es)
CL (1) CL2015000769A1 (es)
CO (1) CO7400889A2 (es)
ES (1) ES2806086T3 (es)
FR (1) FR2995918B1 (es)
HK (1) HK1212403A1 (es)
MX (1) MX2015003796A (es)
PE (1) PE20150871A1 (es)
WO (1) WO2014049278A1 (es)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2995918B1 (fr) * 2012-09-27 2014-10-17 Soletanche Freyssinet Procede de realisation d'une structure armee dans un sol
NL2014075B1 (en) 2014-12-30 2016-10-12 High Five Solutions B V Method for anchoring and/or founding an object to the ground.
DE102017103758A1 (de) 2017-02-23 2018-08-23 Bilfinger Marine & Offshore Systems Gmbh Verfahren zum Einbringen eines Rohrs in einen Untergrund und Anordnung eines Rohrs im Untergrund
CN107130980A (zh) * 2017-06-28 2017-09-05 中国水利水电第十四工程局有限公司 一种隧洞不良地质段灌浆加固的施工方法
NL2020551B1 (en) * 2018-03-08 2019-09-13 Van Der Straaten Aannemingsmaatschappij B V Method of forming a column in a ground

Family Cites Families (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2403643A (en) * 1944-02-25 1946-07-09 George L Dresser Method of and apparatus for introducing grout into subsoil
US3557875A (en) * 1969-04-10 1971-01-26 B & W Inc Method and apparatus for vibrating and cementing a well casing
FR2502208A1 (fr) * 1981-03-19 1982-09-24 Louis Claude Procede, dispositif et element d'ancrage ou de renforcement des sols
FR2560285B1 (fr) * 1984-02-23 1987-12-04 Louis Claude Procede pour enfoncer et sceller une armature dans le sol, dispositif et armature pour la mise en oeuvre de ce procede
DE3581743D1 (de) * 1984-12-07 1991-03-14 Michel Crambes Verdichtungs-armierungs-injektions-verfahren oder auflockerungs-drainage-verfahren und bauverfahren zum erstellen von linearen und flaechenhaften bauwerken im boden.
DE3612437A1 (de) 1986-04-12 1987-10-15 Preussag Ag Bauwesen Verfahren zur herstellung von betonsaeulen im boden und vorrichtung zur durchfuehrung des verfahrens
WO2001083933A1 (en) * 2000-05-03 2001-11-08 Cybersonics, Inc. Smart-ultrasonic/sonic driller/corer
US7226246B2 (en) * 2000-06-15 2007-06-05 Geotechnical Reinforcement, Inc. Apparatus and method for building support piers from one or successive lifts formed in a soil matrix
AU2002365145C1 (en) * 2001-10-24 2008-11-13 Shell Internationale Research Maatschappij B.V. Remediation of mercury contaminated soil
US20030221870A1 (en) * 2002-06-01 2003-12-04 Johnson Howard E. Earth loop heat exchange methods and systems
US7004684B2 (en) * 2002-12-06 2006-02-28 Geotechnical Reinforcement, Inc. Method for construction of piers in soil and a pier construction
US6955219B2 (en) * 2003-07-03 2005-10-18 Enlink Geoenergy Services, Inc. Earth loop installation with sonic drilling
ITMI20032154A1 (it) * 2003-11-07 2005-05-08 Uretek Srl Procedimento per incrementare la resistenza di un volume
US8136611B2 (en) * 2005-02-28 2012-03-20 Roussy Raymond Method and system for installing micropiles with a sonic drill
US20070286687A1 (en) * 2006-06-12 2007-12-13 Cesare Melegari Method and equipment for constructing micropiles in soil
DE102007000328A1 (de) 2007-06-14 2008-12-18 Ed. Züblin Ag Korrosionsgeschützte Ortbetongründungspfahlkonstruktion zum Tragen eines auf Pfählen in Gewässern errichteten Bauwerkes, sowie Verfahren und Vorrichtung zur Erstellung
EP2246482B1 (de) * 2010-04-22 2012-06-20 Bauer Spezialtiefbau GmbH Verfahren und Vorrichtung zum Erstellen eines bereichsweise reibungsarmen Gründungselements
JP6280509B2 (ja) * 2012-02-03 2018-02-14 ヴァローレック ドイチュラント ゲーエムベーハー 低ノイズレベルで設置することのできる、洋上プラント、特に洋上風力タービン用の基礎構造およびその設置方法
FR2995918B1 (fr) * 2012-09-27 2014-10-17 Soletanche Freyssinet Procede de realisation d'une structure armee dans un sol
FR2995917B1 (fr) * 2012-09-27 2014-10-17 Soletanche Freyssinet Procede de realisation d'un ancrage dans un sol
US10145077B2 (en) * 2014-07-09 2018-12-04 R&B Leasing, Llc Coupler for soil nail and method of emplacing same
KR101489387B1 (ko) * 2014-07-15 2015-02-04 주식회사 대성방재기술 지반 보강과 부력 방지용 마이크로 파일 및 이 시공 방법

Also Published As

Publication number Publication date
US10106976B2 (en) 2018-10-23
WO2014049278A1 (fr) 2014-04-03
US20150225941A1 (en) 2015-08-13
FR2995918B1 (fr) 2014-10-17
CA2885700C (en) 2021-02-16
EP2900876B1 (fr) 2020-04-22
FR2995918A1 (fr) 2014-03-28
EP2900876A1 (fr) 2015-08-05
HK1212403A1 (en) 2016-06-10
CA2885700A1 (en) 2014-04-03
PE20150871A1 (es) 2015-06-04
ES2806086T3 (es) 2021-02-16
CL2015000769A1 (es) 2015-10-23
CO7400889A2 (es) 2015-09-30

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