SE9402147L - Device and method for increasing the carrying capacity of the pile - Google Patents

Device and method for increasing the carrying capacity of the pile

Info

Publication number
SE9402147L
SE9402147L SE9402147A SE9402147A SE9402147L SE 9402147 L SE9402147 L SE 9402147L SE 9402147 A SE9402147 A SE 9402147A SE 9402147 A SE9402147 A SE 9402147A SE 9402147 L SE9402147 L SE 9402147L
Authority
SE
Sweden
Prior art keywords
pile
tube
cell
increasing
carrying capacity
Prior art date
Application number
SE9402147A
Other languages
Unknown language ( )
Swedish (sv)
Other versions
SE9402147D0 (en
Inventor
Karl Rainer Massarsch
Original Assignee
Geo Engineering Ab
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 Geo Engineering Ab filed Critical Geo Engineering Ab
Priority to SE9402147A priority Critical patent/SE9402147L/en
Publication of SE9402147D0 publication Critical patent/SE9402147D0/en
Priority to PCT/SE1995/000742 priority patent/WO1995035416A1/en
Priority to AU27601/95A priority patent/AU2760195A/en
Publication of SE9402147L publication Critical patent/SE9402147L/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/18—Placing by vibrating
    • 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

Abstract

The present invention relates to an arrangement for increasing the load carrying capacity of a preferably in the ground installed pile (3) or similar including at least one with the pile (3) mainly concentrical tube (5) attached to the pile (3) with at least one between the pile (3) and the tube (5) extending rib (6), the pile (3) extending throughout the tube (5) and at least one cell being created. The arrangement is characterized in that the rib (6) extends over the whole length of the tube (5) and the height of the preferably vertically installed upwards and downwards open cell is at least as large as the diameter or the largest diagonal of every area in the cell in a plane perpendicular to the mainly vertical direction of extension of the cell at the same time as the tube (5) has a smaller diameter or diagonal in one end than in the other.
SE9402147A 1994-06-17 1994-06-17 Device and method for increasing the carrying capacity of the pile SE9402147L (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SE9402147A SE9402147L (en) 1994-06-17 1994-06-17 Device and method for increasing the carrying capacity of the pile
PCT/SE1995/000742 WO1995035416A1 (en) 1994-06-17 1995-06-16 An arrangement for increasing the load carrying capacity of a pile
AU27601/95A AU2760195A (en) 1994-06-17 1995-06-16 An arrangement for increasing the load carrying capacity of a pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE9402147A SE9402147L (en) 1994-06-17 1994-06-17 Device and method for increasing the carrying capacity of the pile

Publications (2)

Publication Number Publication Date
SE9402147D0 SE9402147D0 (en) 1994-06-17
SE9402147L true SE9402147L (en) 1995-12-18

Family

ID=20394435

Family Applications (1)

Application Number Title Priority Date Filing Date
SE9402147A SE9402147L (en) 1994-06-17 1994-06-17 Device and method for increasing the carrying capacity of the pile

Country Status (3)

Country Link
AU (1) AU2760195A (en)
SE (1) SE9402147L (en)
WO (1) WO1995035416A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5867301B2 (en) * 2012-06-12 2016-02-24 新日鐵住金株式会社 Pipe pile and its construction method
AU2014242367C1 (en) * 2013-03-13 2016-10-20 Exxonmobil Upstream Research Company Pile axial capacity enhancer
JP6630560B2 (en) * 2015-12-14 2020-01-15 東亜建設工業株式会社 Piling method for bedrock
EP4212672A1 (en) * 2022-01-14 2023-07-19 Corpower Ocean AB Pile arrangement for vibration driving and method of vibration driving

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2846852A (en) * 1955-08-15 1958-08-12 Horace Williams Company Inc W Mud ring for the development of passive resistance in soft soils
NL144353B (en) * 1969-04-22 1974-12-16 Nederhorst Grondtechniek B V METHOD FOR INSERTING AN ELEMENT SERVING A FOUNDATION INTO THE GROUND BY MEANS OF A VIBRATOR; AS WELL AS A SUPPORTING ORGAN FOR AN ELEMENT SERVING FOR A FOUNDATION, EQUIPPED FOR APPLICATION IN THIS METHOD AND THE FOUNDATION OBTAINED THEREFORE.
BE752660A (en) * 1969-07-10 1970-12-01 Tot Aanneming Van Werken V H H
US3691776A (en) * 1969-12-19 1972-09-19 Raymond Int Inc Expansive base pile construction

Also Published As

Publication number Publication date
WO1995035416A1 (en) 1995-12-28
SE9402147D0 (en) 1994-06-17
AU2760195A (en) 1996-01-15

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