EP0273972A1 - Process for anchoring a prefabricated pile in the earth and pile for performance of the process. - Google Patents

Process for anchoring a prefabricated pile in the earth and pile for performance of the process.

Info

Publication number
EP0273972A1
EP0273972A1 EP87904828A EP87904828A EP0273972A1 EP 0273972 A1 EP0273972 A1 EP 0273972A1 EP 87904828 A EP87904828 A EP 87904828A EP 87904828 A EP87904828 A EP 87904828A EP 0273972 A1 EP0273972 A1 EP 0273972A1
Authority
EP
European Patent Office
Prior art keywords
pile
anchoring
earth
performance
prefabricated
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.)
Granted
Application number
EP87904828A
Other languages
German (de)
French (fr)
Other versions
EP0273972B1 (en
Inventor
Karl Rainer Massarsch
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.)
Compagnie Internationale des Pieux Armes Frankignoui SA
Original Assignee
Compagnie Internationale des Pieux Armes Frankignoui SA
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 Compagnie Internationale des Pieux Armes Frankignoui SA filed Critical Compagnie Internationale des Pieux Armes Frankignoui SA
Publication of EP0273972A1 publication Critical patent/EP0273972A1/en
Application granted granted Critical
Publication of EP0273972B1 publication Critical patent/EP0273972B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
    • 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
    • E02D5/44—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile

Abstract

Pieu préfabriqué caractérisé en ce que les entailles (15) s'étendent jusqu'à l'extrémité inférieure du pieu, ladite partie inférieure déformable délimitant un chambrage (1) contenant au moins une vessie ou analogue (2) raccordée à une source de matériau sous pression avantageusement par l'intermédiaire d'au moins une conduite s'étendant suivant sensiblement l'axe du pieu, et en ce que le pieu comporte des barres d'armatures longitudinales (11) qui s'étendent jusque dans la paroi (12) de la partie inférieure déformable délimitant le chambrage (1) et sont adaptées pour maintenir attachée à la partie restante supérieure du pieu, la partie inférieure après sa déformation.Prefabricated pile characterized in that the notches (15) extend to the lower end of the pile, said deformable lower part delimiting a recess (1) containing at least one bladder or the like (2) connected to a source of material under pressure advantageously by means of at least one pipe extending substantially along the axis of the pile, and in that the pile comprises longitudinal reinforcing bars (11) which extend into the wall (12 ) of the deformable lower part delimiting the recess (1) and are adapted to keep attached to the remaining upper part of the pile, the lower part after its deformation.

EP87904828A 1986-07-21 1987-07-17 Process for anchoring a prefabricated pile in the earth and pile for performance of the process Expired - Lifetime EP0273972B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8610558A FR2601707B1 (en) 1986-07-21 1986-07-21 METHOD FOR ANCHORING A PREFABRICATED PILE IN THE GROUND AND PILE FOR CARRYING OUT THIS METHOD
FR8610558 1986-07-21

Publications (2)

Publication Number Publication Date
EP0273972A1 true EP0273972A1 (en) 1988-07-13
EP0273972B1 EP0273972B1 (en) 1991-04-24

Family

ID=9337592

Family Applications (1)

Application Number Title Priority Date Filing Date
EP87904828A Expired - Lifetime EP0273972B1 (en) 1986-07-21 1987-07-17 Process for anchoring a prefabricated pile in the earth and pile for performance of the process

Country Status (9)

Country Link
US (1) US4906141A (en)
EP (1) EP0273972B1 (en)
AU (1) AU7782087A (en)
BR (1) BR8707393A (en)
CA (1) CA1313450C (en)
DK (1) DK160212C (en)
FI (1) FI881202A (en)
FR (1) FR2601707B1 (en)
WO (1) WO1988000629A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6869255B1 (en) 2002-11-05 2005-03-22 Beck, Iii August H. Post-stressed pile
WO2006111786A1 (en) * 2005-04-22 2006-10-26 Bozidar Miljovski A method for construction of piles and caissons and soil improvement by using rubber hoses
US7909541B1 (en) 2008-10-24 2011-03-22 Synchro Patents, Inc. Apparatus and method for improved grout containment in post-grouting applications
US8596922B2 (en) * 2009-01-12 2013-12-03 University Of Florida Research Foundation, Inc. Systems and methods for inserting and securing foundation members using a combination of jets and fluidized concrete
US20100272518A1 (en) * 2009-04-24 2010-10-28 Uretek Usa, Inc. Method and device for protecting earth injected materials from contaminants
JP6006381B1 (en) * 2014-11-11 2016-10-12 隆夫 中野 Ready-made pile embedding method
US10458088B2 (en) * 2017-09-14 2019-10-29 Jordan Alan Soil adaptive smart caisson
CN111723512B (en) * 2020-07-07 2022-03-18 长沙理工大学 Determination method of axial symmetry dynamic response of pile foundation considering radial deformation influence

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1026144A (en) * 1912-02-19 1912-05-14 Edward Bignell Concrete piling.
DE322934C (en) * 1916-01-18 1920-07-12 Siemens & Halske Akt Ges Device for the production of concrete piles with a widened foot in the ground by means of a driving pipe and pressurized water flushing
US2497377A (en) * 1947-10-17 1950-02-14 Swann Philip Pile
FR1215827A (en) * 1958-11-19 1960-04-20 Electricite De France Improved process for the construction of foundations
FR1368122A (en) * 1963-01-28 1964-07-31 Controle Tech Et D Expertise D Anchoring method and removable anchoring device
FR1417746A (en) * 1964-12-17 1965-11-12 Diasond A G Pile foundation for constructions of all kinds
US3492823A (en) * 1967-03-30 1970-02-03 Tech Inc Const Method and apparatus for forming elongated hardened concrete bodies by pressure grouting
FR1595536A (en) * 1968-02-26 1970-06-15
FR2159613A5 (en) * 1971-11-05 1973-06-22 Ridgeway John
IT1078510B (en) * 1975-11-11 1985-05-08 F Soc An Fondedile Spa Ora Fon FOUNDATION POLE FOR ALTERNATE COMPRESSION AND TRACTION EFFORTS
US4547106A (en) * 1983-03-15 1985-10-15 Yitshaq Lipsker Ground anchors

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8800629A1 *

Also Published As

Publication number Publication date
DK153088A (en) 1988-03-21
DK153088D0 (en) 1988-03-21
DK160212C (en) 1991-07-15
EP0273972B1 (en) 1991-04-24
AU7782087A (en) 1988-02-10
WO1988000629A1 (en) 1988-01-28
BR8707393A (en) 1988-09-13
FR2601707A1 (en) 1988-01-22
FI881202A0 (en) 1988-03-15
CA1313450C (en) 1993-02-09
FI881202A (en) 1988-03-15
FR2601707B1 (en) 1989-12-22
DK160212B (en) 1991-02-11
US4906141A (en) 1990-03-06

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