FI20060013A0 - Method for connecting a retrofitted tip part to a reinforced concrete pile and cap construction for a reinforced concrete pile - Google Patents

Method for connecting a retrofitted tip part to a reinforced concrete pile and cap construction for a reinforced concrete pile

Info

Publication number
FI20060013A0
FI20060013A0 FI20060013A FI20060013A FI20060013A0 FI 20060013 A0 FI20060013 A0 FI 20060013A0 FI 20060013 A FI20060013 A FI 20060013A FI 20060013 A FI20060013 A FI 20060013A FI 20060013 A0 FI20060013 A0 FI 20060013A0
Authority
FI
Finland
Prior art keywords
reinforced concrete
concrete pile
pile
retrofitted
point
Prior art date
Application number
FI20060013A
Other languages
Finnish (fi)
Swedish (sv)
Inventor
Juha Kinnunen
Kari Koivunen
Tero Kokkonen
Ari Taskinen
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
Priority to FI20060013A priority Critical patent/FI20060013A0/en
Publication of FI20060013A0 publication Critical patent/FI20060013A0/en
Priority to AT07700259T priority patent/ATE513951T1/en
Priority to AT07700260T priority patent/ATE478993T1/en
Priority to EP07700259A priority patent/EP1971722B1/en
Priority to PCT/FI2007/000006 priority patent/WO2007080217A1/en
Priority to EP07700260A priority patent/EP1971723B1/en
Priority to PCT/FI2007/000005 priority patent/WO2007080216A1/en
Priority to DE602007008680T priority patent/DE602007008680D1/de

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.
FI20060013A 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 FI20060013A0 (en)

Priority Applications (8)

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
AT07700259T ATE513951T1 (en) 2006-01-09 2007-01-09 POINT STRUCTURE OF A PIER MADE OF REINFORCED CONCRETE
AT07700260T ATE478993T1 (en) 2006-01-09 2007-01-09 POINT STRUCTURE OF A PIER MADE OF REINFORCED CONCRETE
EP07700259A EP1971722B1 (en) 2006-01-09 2007-01-09 Point structure of a pile of reinforced concrete
PCT/FI2007/000006 WO2007080217A1 (en) 2006-01-09 2007-01-09 Point structure of a file of reinforced concrete
EP07700260A EP1971723B1 (en) 2006-01-09 2007-01-09 Point structure of a file of reinforced concrete
PCT/FI2007/000005 WO2007080216A1 (en) 2006-01-09 2007-01-09 Point structure of a pile of reinforced concrete
DE602007008680T DE602007008680D1 (en) 2006-01-09 2007-01-09

Applications Claiming Priority (1)

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

Publications (1)

Publication Number Publication Date
FI20060013A0 true FI20060013A0 (en) 2006-01-09

Family

ID=35883827

Family Applications (1)

Application Number Title Priority Date Filing Date
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

Country Status (5)

Country Link
EP (2) EP1971723B1 (en)
AT (2) ATE513951T1 (en)
DE (1) DE602007008680D1 (en)
FI (1) FI20060013A0 (en)
WO (2) WO2007080216A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
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
DE602007008680D1 (en) 2010-10-07
EP1971723A4 (en) 2009-12-16
EP1971723A1 (en) 2008-09-24
EP1971722B1 (en) 2011-06-22
EP1971722A1 (en) 2008-09-24
WO2007080216A1 (en) 2007-07-19
WO2007080217A1 (en) 2007-07-19
EP1971722A4 (en) 2009-11-25
EP1971723B1 (en) 2010-08-25
ATE513951T1 (en) 2011-07-15
ATE478993T1 (en) 2010-09-15

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Legal Events

Date Code Title Description
FD Application lapsed