JPS56100925A - Underground pile - Google Patents

Underground pile

Info

Publication number
JPS56100925A
JPS56100925A JP270080A JP270080A JPS56100925A JP S56100925 A JPS56100925 A JP S56100925A JP 270080 A JP270080 A JP 270080A JP 270080 A JP270080 A JP 270080A JP S56100925 A JPS56100925 A JP S56100925A
Authority
JP
Japan
Prior art keywords
pile
smaller
driven
underground
shaft
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.)
Granted
Application number
JP270080A
Other languages
Japanese (ja)
Other versions
JPS5858491B2 (en
Inventor
Hiroyuki Hoshino
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.)
Hitachi Cable Ltd
Original Assignee
Hitachi Cable Ltd
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 Hitachi Cable Ltd filed Critical Hitachi Cable Ltd
Priority to JP270080A priority Critical patent/JPS5858491B2/en
Publication of JPS56100925A publication Critical patent/JPS56100925A/en
Publication of JPS5858491B2 publication Critical patent/JPS5858491B2/en
Expired legal-status Critical Current

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Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To prevent buckling of a pile and maintain the strength of the driven pile, by driving a pile with smaller diameter first and a larger pile next when the piles are driven into the underground by screw revolving method.
CONSTITUTION: The pile B and the pile C are prepared. The pile B consists of a shaft 20 with smaller diameter equipped with screws 21 at its top end. The pile C consists of a guide 32, a spacer 33 and the shaft 30 that has a larger diameter than the pile B and is equipped with screws 31 at its top end. The pile C is positioned concentrically with the pile B. First the smaller pile B is driven deep enough with smaller torque into the underground by revolving. Then the pile C is driven so that the shaft 20 of the pile B penetrates through the inside of the pile C and each pile matches. Then the pile C is revolved independently so that it protect the smaller pile which is apt to buckling. Thus a stronger underground pile can be obtained with a smaller torque.
COPYRIGHT: (C)1981,JPO&Japio
JP270080A 1980-01-12 1980-01-12 underground pile Expired JPS5858491B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP270080A JPS5858491B2 (en) 1980-01-12 1980-01-12 underground pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP270080A JPS5858491B2 (en) 1980-01-12 1980-01-12 underground pile

Publications (2)

Publication Number Publication Date
JPS56100925A true JPS56100925A (en) 1981-08-13
JPS5858491B2 JPS5858491B2 (en) 1983-12-26

Family

ID=11536551

Family Applications (1)

Application Number Title Priority Date Filing Date
JP270080A Expired JPS5858491B2 (en) 1980-01-12 1980-01-12 underground pile

Country Status (1)

Country Link
JP (1) JPS5858491B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60181434U (en) * 1984-05-09 1985-12-02 吉田 耕之 foundation pile
JP2002348860A (en) * 2001-05-28 2002-12-04 Daiwa House Ind Co Ltd Pile with blade
KR101101908B1 (en) 2009-06-26 2012-01-02 광성지엠(주) Pile for drilling ground
KR101191289B1 (en) * 2012-09-06 2012-10-16 주식회사 에코탑 The method of a dual helical pile according to the subsidence for decreasing negative friction
KR101191286B1 (en) * 2012-09-06 2012-10-16 주식회사 에코탑 The method of a dual helical pile for increasing upper skin friction

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3784773B2 (en) * 2002-01-31 2006-06-14 千代田工営株式会社 Foundation pile
KR102509356B1 (en) * 2020-11-03 2023-03-13 주식회사 포스코 Pile reinforcement structure and pile structure

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60181434U (en) * 1984-05-09 1985-12-02 吉田 耕之 foundation pile
JPH0419080Y2 (en) * 1984-05-09 1992-04-28
JP2002348860A (en) * 2001-05-28 2002-12-04 Daiwa House Ind Co Ltd Pile with blade
KR101101908B1 (en) 2009-06-26 2012-01-02 광성지엠(주) Pile for drilling ground
KR101191289B1 (en) * 2012-09-06 2012-10-16 주식회사 에코탑 The method of a dual helical pile according to the subsidence for decreasing negative friction
KR101191286B1 (en) * 2012-09-06 2012-10-16 주식회사 에코탑 The method of a dual helical pile for increasing upper skin friction

Also Published As

Publication number Publication date
JPS5858491B2 (en) 1983-12-26

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