JPS55161119A - Pile driving method and pile - Google Patents

Pile driving method and pile

Info

Publication number
JPS55161119A
JPS55161119A JP6835979A JP6835979A JPS55161119A JP S55161119 A JPS55161119 A JP S55161119A JP 6835979 A JP6835979 A JP 6835979A JP 6835979 A JP6835979 A JP 6835979A JP S55161119 A JPS55161119 A JP S55161119A
Authority
JP
Japan
Prior art keywords
pile
members
peripheral surface
outside peripheral
injected
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
JP6835979A
Other languages
Japanese (ja)
Inventor
Iwao Nakanishi
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP6835979A priority Critical patent/JPS55161119A/en
Publication of JPS55161119A publication Critical patent/JPS55161119A/en
Pending legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To form an adequate number of bulbs on the outside peripheral surface of a pile in the direction of the pipe axis by a method wherein a pile provided on its outside peripheral surface with passages of different length along the axial direction is driven into the ground, and a grouting material is injected into the soil through the passages, in a method for driving a pile having large-diametered portions along the direction of the pipe axis.
CONSTITUTION: Plural pipe-shaped members 3, 5 for forming passages of adequate lengths are fixed to the outside peripheral surface of a pile main body 1 consisting of a steel pipe or the like. Projections 6, 7 are fixed to the outside peripheral surface of the pile main body 1, on either side of the lower end of each of the members 3, 5. To drive the pile 8 thus obtained, the pile 8 is first driven down to a predetermined depth. Next, pressurized water is injected into the members 3, 5 from the upper end 1a, to soften the soil around the lower ends of the members 3, 5. Then, a grouting material such as mortor and cement paste is injected into the members 3, 5, and allowed to penetrate into the softened soil from the lower ends of the members 3, 5, forming bulbs 9, 10.
COPYRIGHT: (C)1980,JPO&Japio
JP6835979A 1979-05-31 1979-05-31 Pile driving method and pile Pending JPS55161119A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6835979A JPS55161119A (en) 1979-05-31 1979-05-31 Pile driving method and pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6835979A JPS55161119A (en) 1979-05-31 1979-05-31 Pile driving method and pile

Publications (1)

Publication Number Publication Date
JPS55161119A true JPS55161119A (en) 1980-12-15

Family

ID=13371521

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6835979A Pending JPS55161119A (en) 1979-05-31 1979-05-31 Pile driving method and pile

Country Status (1)

Country Link
JP (1) JPS55161119A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101117293B1 (en) 2011-05-03 2012-03-20 녹우건설(주) Cement milk injection method for pile construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101117293B1 (en) 2011-05-03 2012-03-20 녹우건설(주) Cement milk injection method for pile construction

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