DE602007008680D1 - - Google Patents

Info

Publication number
DE602007008680D1
DE602007008680D1 DE602007008680T DE602007008680T DE602007008680D1 DE 602007008680 D1 DE602007008680 D1 DE 602007008680D1 DE 602007008680 T DE602007008680 T DE 602007008680T DE 602007008680 T DE602007008680 T DE 602007008680T DE 602007008680 D1 DE602007008680 D1 DE 602007008680D1
Authority
DE
Germany
Prior art keywords
pile
point
edge
present
compression
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.)
Active
Application number
DE602007008680T
Other languages
German (de)
Inventor
Juha Kinnunen
Kari Koivunen
Tero Kokkonen
Ari Taskinen
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.)
LUJABETONI Oy
Original Assignee
LUJABETONI Oy
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 LUJABETONI Oy filed Critical LUJABETONI Oy
Publication of DE602007008680D1 publication Critical patent/DE602007008680D1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • 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
    • E02D5/24—Prefabricated piles
    • E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
    • 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
    • E02D5/72—Pile shoes

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)
  • Revetment (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The present invention relates to a point structure of a pile of reinforced concrete which is provided with a domed point of the pile (1, 2) at the end of the pile, made of steel and having a bottom (3) and an edge (4) circulating it, installed afterwards outside of the point of the pile. According to the present invention, in the inner surface of the edge (4) are provided compression organs (5), which have been organized to form a powerful transverse compression in the area of the point of the pile when pushing the pile into the point of the pile.
DE602007008680T 2006-01-09 2007-01-09 Active DE602007008680D1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20060013A FI20060013A0 (en) 2006-01-09 2006-01-09 Method for connecting a retrofitted tip part to a reinforced concrete pile and cap construction for a reinforced concrete pile
PCT/FI2007/000006 WO2007080217A1 (en) 2006-01-09 2007-01-09 Point structure of a file of reinforced concrete

Publications (1)

Publication Number Publication Date
DE602007008680D1 true DE602007008680D1 (en) 2010-10-07

Family

ID=35883827

Family Applications (1)

Application Number Title Priority Date Filing Date
DE602007008680T Active DE602007008680D1 (en) 2006-01-09 2007-01-09

Country Status (5)

Country Link
EP (2) EP1971723B1 (en)
AT (2) ATE478993T1 (en)
DE (1) DE602007008680D1 (en)
FI (1) FI20060013A0 (en)
WO (2) WO2007080217A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104831720B (en) * 2015-05-22 2016-09-28 南通中远船务工程有限公司 A kind of shoe and using method thereof
CN105040664B (en) * 2015-05-22 2017-01-11 南通中远船务工程有限公司 Device improving stability of wind power installing ship and using method of device
CN106087626B (en) * 2016-06-07 2019-07-16 浙江大学 Slim hole club-footed pile counter-force loads preloading method
ES2687871B2 (en) * 2017-04-28 2020-03-09 Gtceisu Construccion S A SUGAR COUPLING FOR PREFABRICATED PILOT
RU200613U1 (en) * 2020-06-19 2020-11-02 Сергей Александрович Суворов Pile tip
FI13042Y1 (en) 2021-09-02 2021-10-25 R Konsultointi Oy Rock shoe

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3924413A (en) * 1973-12-04 1975-12-09 Jr Richard O Marsh Fittings and the like for pipe piling
US4199277A (en) * 1976-11-26 1980-04-22 Stanley Merjan Piling
US4537534A (en) * 1983-06-27 1985-08-27 Marsh Jr Richard O Drive fit coupling for precast concrete piles
FI85901C (en) * 1989-09-08 1993-03-02 Leimet Oy Bergskopa
GB2261456B (en) * 1991-11-12 1995-08-02 Bing Wing Choy Concrete pile

Also Published As

Publication number Publication date
EP1971723A1 (en) 2008-09-24
EP1971722A1 (en) 2008-09-24
WO2007080216A1 (en) 2007-07-19
FI20060013A0 (en) 2006-01-09
EP1971722A4 (en) 2009-11-25
EP1971723B1 (en) 2010-08-25
ATE478993T1 (en) 2010-09-15
ATE513951T1 (en) 2011-07-15
WO2007080217A1 (en) 2007-07-19
EP1971722B1 (en) 2011-06-22
EP1971723A4 (en) 2009-12-16

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