JPS5685021A - Driving method of pile - Google Patents

Driving method of pile

Info

Publication number
JPS5685021A
JPS5685021A JP16390279A JP16390279A JPS5685021A JP S5685021 A JPS5685021 A JP S5685021A JP 16390279 A JP16390279 A JP 16390279A JP 16390279 A JP16390279 A JP 16390279A JP S5685021 A JPS5685021 A JP S5685021A
Authority
JP
Japan
Prior art keywords
steel pipe
auger screw
excavation
pit
screw
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
JP16390279A
Other languages
Japanese (ja)
Inventor
Toshio Enoki
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP16390279A priority Critical patent/JPS5685021A/en
Publication of JPS5685021A publication Critical patent/JPS5685021A/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 prevent pollution, e.g., caused by the use of bentonite liquid, etc., in excavation by a method wherein after excavation by auger screw, residual soil in pit is recorvered and then a cement mortar, etc., is injected for foot protection.
CONSTITUTION: An excavator is installed, and then a steel pipe 2 and an auger screw having an auger head on its top are turned in mutually reverse directions by drivers 4 and 5 for excavation. Then, the auger screw 3 alone is drawn out leaving the steel pipe 2 underground and a bucket 6 is attached to the auger screw 3 to recover soil in the bottom of the excavated pit. Then, the auger screw 3 is pulled up while injecting a cement paste into the pipe 10 so as to fill the cement paste in the bottom of the pit. Then, a concrete pile is inserted into the steel pipe 2 and filling material piled up on the ground around the steel pipe 2 is filled into the aperture around the pile by means of the screw 1 synchronously with the pulling-up of the steel pipe 2.
COPYRIGHT: (C)1981,JPO&Japio
JP16390279A 1979-12-12 1979-12-12 Driving method of pile Pending JPS5685021A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16390279A JPS5685021A (en) 1979-12-12 1979-12-12 Driving method of pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16390279A JPS5685021A (en) 1979-12-12 1979-12-12 Driving method of pile

Publications (1)

Publication Number Publication Date
JPS5685021A true JPS5685021A (en) 1981-07-10

Family

ID=15782990

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16390279A Pending JPS5685021A (en) 1979-12-12 1979-12-12 Driving method of pile

Country Status (1)

Country Link
JP (1) JPS5685021A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5697734A (en) * 1993-07-05 1997-12-16 Beheersmaatschappij Verstraeten B.V. Method for forming a foundation pile in the ground utilizing a prefabricated pile shaft
US5919005A (en) * 1997-07-02 1999-07-06 Integrated Stabilzation Technologies Inc. Ground anchor device for penetrating an underground rock formation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5697734A (en) * 1993-07-05 1997-12-16 Beheersmaatschappij Verstraeten B.V. Method for forming a foundation pile in the ground utilizing a prefabricated pile shaft
US5919005A (en) * 1997-07-02 1999-07-06 Integrated Stabilzation Technologies Inc. Ground anchor device for penetrating an underground rock formation

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