JPS5681719A - Driving method of precast pile - Google Patents

Driving method of precast pile

Info

Publication number
JPS5681719A
JPS5681719A JP15962679A JP15962679A JPS5681719A JP S5681719 A JPS5681719 A JP S5681719A JP 15962679 A JP15962679 A JP 15962679A JP 15962679 A JP15962679 A JP 15962679A JP S5681719 A JPS5681719 A JP S5681719A
Authority
JP
Japan
Prior art keywords
steel pipe
precast pile
bit
gap
ground
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
JP15962679A
Other languages
Japanese (ja)
Inventor
Kazuo Matsushita
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.)
TOKYO SAKAE KOGYO KK
Original Assignee
TOKYO SAKAE KOGYO KK
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 TOKYO SAKAE KOGYO KK filed Critical TOKYO SAKAE KOGYO KK
Priority to JP15962679A priority Critical patent/JPS5681719A/en
Publication of JPS5681719A publication Critical patent/JPS5681719A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To drive a precast pile into the ground with no noise and no vibration by a method wherein the ground is bored by the rotation of a steel pipe having a bit at the lower end and a spiral type cutter on the outer periphery and after the precast pile is inserted into the hole, the gap between both is filled with a cement paste and finally the steel pipe is pulled out.
CONSTITUTION: An underground hole is excavated by the rotation of a steel pipe 3 having a spiral type friction cutter 1 on the outer periphery and a removable bit 2 fitted at the lower end. Next thereto, the precast pile 6 is inserted into the steel pipe 3 and thereafter, a cement paste 9 is filled into a gap 8 between the precast pile 6 and the steel pipe 3. The steel pipe 3 is rotated reversely and the steel pipe 3 is raised upward by means of the spiral type cutter 1 and it is pulled out. The steel pipe 3 is rotated to be raised upward leaving behind the bit 2 and the precast pile 6, whereas, the filled cement paste 9 enters the gap between the bit 2, the precast pile 6 and the ground, then it is hardened to form a stout surrounding layer 10.
COPYRIGHT: (C)1981,JPO&Japio
JP15962679A 1979-12-08 1979-12-08 Driving method of precast pile Pending JPS5681719A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15962679A JPS5681719A (en) 1979-12-08 1979-12-08 Driving method of precast pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15962679A JPS5681719A (en) 1979-12-08 1979-12-08 Driving method of precast pile

Publications (1)

Publication Number Publication Date
JPS5681719A true JPS5681719A (en) 1981-07-04

Family

ID=15697822

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15962679A Pending JPS5681719A (en) 1979-12-08 1979-12-08 Driving method of precast pile

Country Status (1)

Country Link
JP (1) JPS5681719A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6013118A (en) * 1983-07-04 1985-01-23 Matsuzawa Kiko:Kk Pile erection work and excavation head for forming consolidated perforated wall therefor
JPS626023A (en) * 1985-07-01 1987-01-13 Yoshihiro Oota Construction work for foundation pile
JPH0624020U (en) * 1992-06-19 1994-03-29 株式会社大阪防水建設社 Sleeve pipe installation device
JPH11200363A (en) * 1998-01-08 1999-07-27 Nkk Corp Cast-in-place pile, building method therefor, and steel pipe member with blade used therefor
US20160186398A1 (en) * 2015-03-04 2016-06-30 Bahman Niroumand Temporary drainage wells in loose granular soils

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6013118A (en) * 1983-07-04 1985-01-23 Matsuzawa Kiko:Kk Pile erection work and excavation head for forming consolidated perforated wall therefor
JPS626023A (en) * 1985-07-01 1987-01-13 Yoshihiro Oota Construction work for foundation pile
JPH0624020U (en) * 1992-06-19 1994-03-29 株式会社大阪防水建設社 Sleeve pipe installation device
JPH11200363A (en) * 1998-01-08 1999-07-27 Nkk Corp Cast-in-place pile, building method therefor, and steel pipe member with blade used therefor
US20160186398A1 (en) * 2015-03-04 2016-06-30 Bahman Niroumand Temporary drainage wells in loose granular soils
US9840835B2 (en) * 2015-03-04 2017-12-12 Bahman Niroumand Temporary drainage wells in loose granular soils

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