ES2054854T3 - Procedimiento y dispositivo para realizar una fundacion creando un macizo constituido por el propio suelo. - Google Patents

Procedimiento y dispositivo para realizar una fundacion creando un macizo constituido por el propio suelo.

Info

Publication number
ES2054854T3
ES2054854T3 ES88430029T ES88430029T ES2054854T3 ES 2054854 T3 ES2054854 T3 ES 2054854T3 ES 88430029 T ES88430029 T ES 88430029T ES 88430029 T ES88430029 T ES 88430029T ES 2054854 T3 ES2054854 T3 ES 2054854T3
Authority
ES
Spain
Prior art keywords
pct
slab
ground
soil
procedure
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
ES88430029T
Other languages
English (en)
Inventor
Andre Martin
Pierre Habib
Minh Phong Luong
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Application granted granted Critical
Publication of ES2054854T3 publication Critical patent/ES2054854T3/es
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/50Anchored foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/28Stressing the soil or the foundation structure while forming foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/803Ground anchors with pivotable anchoring members

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural 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)
  • Piles And Underground Anchors (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Foundations (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PROCEDIMIENTO CARACTERIZADO PORQUE SE CREA AL MENOS UN PUNTO DE ANCLAJE PROFUNDO UTILIZANDO ELEMENTOS DE ANCLAJE (1/3) QUE SE HUNDEN EN EL SUELO. ESTOS ELEMENTOS (3) SE PROLONGAN EN POSICION DE ANCLAJE HACIA LA SUPERFICIE DEL SUELO PARA EXTENDERSE MAS ALLA DE DICHA SUPERFICIE. SE COLOCA EN LA SUPERFICIE UNA BALDOSA (10) QUE INCLUYE AL MENOS UNA ABERTURA (10A) PARA EL PASO DE LAS PROLONGACIONES MENCIONADAS DE LOS ELEMENTOS DE ANCLAJE (3) Y SE EJERCE UNA TRACCION SOBRE ESTA BALDOSA (10) PARA PRETENSAR EL SUELO POR ELEMENTOS DE TENSION DE DICHOS ELEMENTOS DE ANCLAJE SITUADOS POR ENCIMA DE LA BALDOSA (10) HASTA OBTENER LA FUERZA DE SERVICIO NECESARIA PARA EL MANTENIMIENTO DE LA OBRA (9) A REALIZAR EN LA SUPERFICIE.
ES88430029T 1987-11-09 1988-11-08 Procedimiento y dispositivo para realizar una fundacion creando un macizo constituido por el propio suelo. Expired - Lifetime ES2054854T3 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8715654A FR2622909B1 (fr) 1987-11-09 1987-11-09 Procede et dispositif pour mettre en oeuvre une fondation en creant un massif constitue par le sol lui-mem

Publications (1)

Publication Number Publication Date
ES2054854T3 true ES2054854T3 (es) 1994-08-16

Family

ID=9356722

Family Applications (1)

Application Number Title Priority Date Filing Date
ES88430029T Expired - Lifetime ES2054854T3 (es) 1987-11-09 1988-11-08 Procedimiento y dispositivo para realizar una fundacion creando un macizo constituido por el propio suelo.

Country Status (8)

Country Link
US (1) US5026213A (es)
EP (1) EP0317458B1 (es)
AT (1) ATE105891T1 (es)
AU (1) AU612744B2 (es)
DE (1) DE3889631T2 (es)
ES (1) ES2054854T3 (es)
FR (1) FR2622909B1 (es)
WO (1) WO1989004402A1 (es)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2649735B1 (fr) * 1989-07-13 1993-02-26 Tech Speciales Ingenieri Piste de roulement d'urgence et son procede de mise en oeuvre
GB8926092D0 (en) * 1989-11-17 1990-01-10 Seamark Systems Subsea apparatus
FR2660353A1 (fr) * 1990-03-30 1991-10-04 Technologies Speciales Ingenie Procedes et boucliers parasismiques.
FR2708949B1 (fr) * 1993-08-12 1999-01-29 Texmar Procédé et dispositif pour la réalisation de fondations dynamiques cantonnées dans le domaine élastique du sol.
US6237289B1 (en) * 1996-01-16 2001-05-29 Foresight Products, Inc. Ground Anchor
FR2746131B1 (fr) * 1996-03-15 1998-06-12 Embases articulees et procede et systeme d'implantation d'ouvrages sur lesdites embases
FR2764618B1 (fr) 1997-06-13 1999-09-03 Tecnivalor Procede et dispositif d'embase dans le sol s'opposant aux efforts lateraux et au glissement
GB0113711D0 (en) * 2001-06-06 2001-07-25 Corus Uk Ltd Foundation blocks
FR2845705B1 (fr) * 2002-10-15 2005-05-27 Ineo Reseaux Haute Tension Procede pour renforcer les fondations d'un pylone
US20080008539A1 (en) * 2006-07-05 2008-01-10 Con-Tech Systems Ltd. Void form for constructing post-tensioned foundation piles
GB201106118D0 (en) * 2011-04-12 2011-05-25 Gripple Ltd Ground stabilising device
CN110241839B (zh) * 2019-06-20 2021-08-06 浙江兴岛机械股份有限公司 一种吸力式筒形基础
US11414827B2 (en) * 2020-09-14 2022-08-16 Array Technologies, Inc. Anchor for support structure

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1063854A (fr) * 1952-05-24 1954-05-07 Procédé et dispositifs de réalisation de fondations d'ouvrages maritimes
US3087308A (en) * 1957-08-26 1963-04-30 Raymond Int Inc Method of installing piles for resisting upward soil movements
FR1209949A (fr) * 1958-05-02 1960-03-04 Stup Procedes Freyssinet Perfectionnements aux procédés et dispositifs d'ancrage pour barres de mise en précontrainte
US4044513A (en) * 1974-12-23 1977-08-30 Foresight Industries Earth anchor
IT1078510B (it) * 1975-11-11 1985-05-08 F Soc An Fondedile Spa Ora Fon Palo di fondazione per sforzi alternati di compressione e trazione
US4043133A (en) * 1976-07-21 1977-08-23 Yegge Lawrence R Structure and method of constructing and test-loading pile anchored foundations
GB2106947A (en) * 1981-09-17 1983-04-20 Abraham Behar Pre-stressed structural member
FR2524030A1 (fr) * 1982-03-25 1983-09-30 Precontrainte Ste Fse Tete d'ancrage pour tirant composite precomprime a raccourcissement progressif
FR2524031A1 (fr) * 1982-03-29 1983-09-30 Bertrand Jean Perfectionnements aux dispositifs d'ancrage destines a etre enfonces dans le sol
FR2564120B1 (fr) * 1984-05-11 1986-11-14 Inst Francais Du Petrole Dispositif d'ancrage a element articule ayant une forme coudee

Also Published As

Publication number Publication date
WO1989004402A1 (fr) 1989-05-18
US5026213A (en) 1991-06-25
AU612744B2 (en) 1991-07-18
AU2712588A (en) 1989-06-01
DE3889631D1 (de) 1994-06-23
DE3889631T2 (de) 1994-11-17
EP0317458A1 (fr) 1989-05-24
FR2622909A1 (fr) 1989-05-12
ATE105891T1 (de) 1994-06-15
EP0317458B1 (fr) 1994-05-18
FR2622909B1 (fr) 1991-04-19

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