FR3105275B1 - Pieu de fondation préfabriqué muni d’un élément sommital préfabriqué - Google Patents

Pieu de fondation préfabriqué muni d’un élément sommital préfabriqué Download PDF

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Publication number
FR3105275B1
FR3105275B1 FR1914935A FR1914935A FR3105275B1 FR 3105275 B1 FR3105275 B1 FR 3105275B1 FR 1914935 A FR1914935 A FR 1914935A FR 1914935 A FR1914935 A FR 1914935A FR 3105275 B1 FR3105275 B1 FR 3105275B1
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France
Prior art keywords
precast
foundation pile
top element
pile
designed
Prior art date
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Active
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FR1914935A
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English (en)
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FR3105275A1 (fr
Inventor
Philippe Robit
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.)
Nge Fond
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Nge Fond
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Publication date
Application filed by Nge Fond filed Critical Nge Fond
Priority to FR1914935A priority Critical patent/FR3105275B1/fr
Publication of FR3105275A1 publication Critical patent/FR3105275A1/fr
Application granted granted Critical
Publication of FR3105275B1 publication Critical patent/FR3105275B1/fr
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Classifications

    • 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
    • E02D5/22Piles
    • E02D5/56Screw piles
    • 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
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/30Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
    • 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
    • E02D5/22Piles
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2207Sockets or holders for poles or posts not used
    • E04H12/2215Sockets or holders for poles or posts not used driven into the ground
    • E04H12/2223Sockets or holders for poles or posts not used driven into the ground by screwing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2284Means for adjusting the orientation of the post or pole
    • 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
    • E02D5/72Pile shoes

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Revetment (AREA)

Abstract

Corps (2) d’un pieu de fondation (1) préfabriqué comprenant une structure interne (23) sur laquelle est au moins en partie positionnée une couche de béton (24) munie d’une pluralité de spires (25) saillantes, le corps (2) de pieu de fondation (1) comprenant une extrémité d’attaque (21) conçue pour être munie d’un taillant (4), caractérisé en ce qu’une extrémité de support (22) du corps (1) de pieu de fondation (1) est munie d’une zone d’attache (26) conçue pour coopérer avec un élément sommital (3) préfabriqué. Figure 1
FR1914935A 2019-12-18 2019-12-18 Pieu de fondation préfabriqué muni d’un élément sommital préfabriqué Active FR3105275B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR1914935A FR3105275B1 (fr) 2019-12-18 2019-12-18 Pieu de fondation préfabriqué muni d’un élément sommital préfabriqué

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1914935A FR3105275B1 (fr) 2019-12-18 2019-12-18 Pieu de fondation préfabriqué muni d’un élément sommital préfabriqué
FR1914935 2019-12-18

Publications (2)

Publication Number Publication Date
FR3105275A1 FR3105275A1 (fr) 2021-06-25
FR3105275B1 true FR3105275B1 (fr) 2022-04-08

Family

ID=69811285

Family Applications (1)

Application Number Title Priority Date Filing Date
FR1914935A Active FR3105275B1 (fr) 2019-12-18 2019-12-18 Pieu de fondation préfabriqué muni d’un élément sommital préfabriqué

Country Status (1)

Country Link
FR (1) FR3105275B1 (fr)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS521692Y2 (fr) * 1973-06-21 1977-01-14
JPS52165506U (fr) * 1976-06-09 1977-12-15
NL8301556A (nl) 1983-05-03 1984-12-03 Pieter Faber Betonnen funderingspaal, inrichting voor het vervaardigen en inrichting voor het in de grond drijven daarvan.
FR2983496A1 (fr) * 2011-12-06 2013-06-07 Sarl Happax Plot de fondation a visser pour constructions exterieures legeres
KR101784392B1 (ko) * 2017-04-18 2017-10-11 이동호 지주의 파일기초 구조물을 이용한 지주의 시공방법

Also Published As

Publication number Publication date
FR3105275A1 (fr) 2021-06-25

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