JPS576019A - Installating method for foundation pile - Google Patents

Installating method for foundation pile

Info

Publication number
JPS576019A
JPS576019A JP7945580A JP7945580A JPS576019A JP S576019 A JPS576019 A JP S576019A JP 7945580 A JP7945580 A JP 7945580A JP 7945580 A JP7945580 A JP 7945580A JP S576019 A JPS576019 A JP S576019A
Authority
JP
Japan
Prior art keywords
pile
steel pipe
ground
breakdown
foundation pile
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.)
Pending
Application number
JP7945580A
Other languages
Japanese (ja)
Inventor
Manabu Yoshino
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.)
TENOTSUKUSU KK
Tenox Corp
Original Assignee
TENOTSUKUSU KK
Tenox Corp
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 TENOTSUKUSU KK, Tenox Corp filed Critical TENOTSUKUSU KK
Priority to JP7945580A priority Critical patent/JPS576019A/en
Publication of JPS576019A publication Critical patent/JPS576019A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE: To obtain a foundation pile which is prevented from breakdown even due to a horizontal displacement of a ground, by a method wherein a filling type steel pipe concrete pile, which is great in a deformation amount ending up reaching a breakdown point against a bend deformation, is located above a lower pile.
CONSTITUTION: A steel pipe pile 4, positioned above and connected to a lower pile 2, is embedded by press through a layer A of a soft ground. A part, where the steel pipe pile 4 and the lower pile 2 are connected together, is then partitioned by a partition 9 to close off the hollow part of the lower pile 2. A filling type steel pipe concrete pile 15, which is constituted such that the steel pipe pile 15 is filled with the concrete 10, has a large bend deformation amount, whereby, in case a horizonal displacement occurs in the soft ground A, the pile 15 deforms followed by the deformation of the ground, and as a result, the foundation pile can be prevented from breakdown.
COPYRIGHT: (C)1982,JPO&Japio
JP7945580A 1980-06-12 1980-06-12 Installating method for foundation pile Pending JPS576019A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7945580A JPS576019A (en) 1980-06-12 1980-06-12 Installating method for foundation pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7945580A JPS576019A (en) 1980-06-12 1980-06-12 Installating method for foundation pile

Publications (1)

Publication Number Publication Date
JPS576019A true JPS576019A (en) 1982-01-12

Family

ID=13690348

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7945580A Pending JPS576019A (en) 1980-06-12 1980-06-12 Installating method for foundation pile

Country Status (1)

Country Link
JP (1) JPS576019A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013221302A (en) * 2012-04-16 2013-10-28 Toru Kanzaki Method for manufacturing underground structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013221302A (en) * 2012-04-16 2013-10-28 Toru Kanzaki Method for manufacturing underground structure

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