EP0273972A1 - Procede d'ancrage d'un pieu prefabrique dans le sol et pieu pour l'execution de ce procede. - Google Patents

Procede d'ancrage d'un pieu prefabrique dans le sol et pieu pour l'execution de ce procede.

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)
English (en)
Other versions
EP0273972B1 (fr
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/fr
Application granted granted Critical
Publication of EP0273972B1 publication Critical patent/EP0273972B1/fr
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

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)

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.
EP87904828A 1986-07-21 1987-07-17 Procede d'ancrage d'un pieu prefabrique dans le sol et pieu pour l'execution de ce procede Expired - Lifetime EP0273972B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8610558A FR2601707B1 (fr) 1986-07-21 1986-07-21 Procede d'ancrage d'un pieu prefabrique dans le sol et pieu pour l'execution de ce procede
FR8610558 1986-07-21

Publications (2)

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

Family

ID=9337592

Family Applications (1)

Application Number Title Priority Date Filing Date
EP87904828A Expired - Lifetime EP0273972B1 (fr) 1986-07-21 1987-07-17 Procede d'ancrage d'un pieu prefabrique dans le sol et pieu pour l'execution de ce procede

Country Status (9)

Country Link
US (1) US4906141A (fr)
EP (1) EP0273972B1 (fr)
AU (1) AU7782087A (fr)
BR (1) BR8707393A (fr)
CA (1) CA1313450C (fr)
DK (1) DK160212C (fr)
FI (1) FI881202A0 (fr)
FR (1) FR2601707B1 (fr)
WO (1) WO1988000629A1 (fr)

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
US20090269146A1 (en) * 2005-04-22 2009-10-29 Bozidar Miljovski 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 (ja) * 2014-11-11 2016-10-12 隆夫 中野 既製杭埋込み工法
US10458088B2 (en) * 2017-09-14 2019-10-29 Jordan Alan Soil adaptive smart caisson
CN111723512B (zh) * 2020-07-07 2022-03-18 长沙理工大学 一种考虑径向变形影响的桩基轴对称动力响应的确定方法

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 (de) * 1916-01-18 1920-07-12 Siemens & Halske Akt Ges Vorrichtung zum Herstellen von Betonpfaehlen mit verbreitertem Fuss im Erdreich mittels Vortreibrohres und Druckwasserspuelung
US2497377A (en) * 1947-10-17 1950-02-14 Swann Philip Pile
FR1215827A (fr) * 1958-11-19 1960-04-20 Electricite De France Procédé perfectionné pour la réalisation de fondations
FR1368122A (fr) * 1963-01-28 1964-07-31 Controle Tech Et D Expertise D Procédé d'ancrage et dispositif d'ancrage amovible
FR1417746A (fr) * 1964-12-17 1965-11-12 Diasond A G Fondation sur pieux pour des constructions de toutes natures
US3492823A (en) * 1967-03-30 1970-02-03 Tech Inc Const Method and apparatus for forming elongated hardened concrete bodies by pressure grouting
FR1595536A (fr) * 1968-02-26 1970-06-15
FR2159613A5 (fr) * 1971-11-05 1973-06-22 Ridgeway John
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
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
FI881202A (fi) 1988-03-15
WO1988000629A1 (fr) 1988-01-28
DK160212B (da) 1991-02-11
DK160212C (da) 1991-07-15
BR8707393A (pt) 1988-09-13
FR2601707A1 (fr) 1988-01-22
FI881202A0 (fi) 1988-03-15
DK153088A (da) 1988-03-21
DK153088D0 (da) 1988-03-21
FR2601707B1 (fr) 1989-12-22
US4906141A (en) 1990-03-06
CA1313450C (fr) 1993-02-09
AU7782087A (en) 1988-02-10
EP0273972B1 (fr) 1991-04-24

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