JPS55161118A - Pile driving method and pile - Google Patents

Pile driving method and pile

Info

Publication number
JPS55161118A
JPS55161118A JP6835879A JP6835879A JPS55161118A JP S55161118 A JPS55161118 A JP S55161118A JP 6835879 A JP6835879 A JP 6835879A JP 6835879 A JP6835879 A JP 6835879A JP S55161118 A JPS55161118 A JP S55161118A
Authority
JP
Japan
Prior art keywords
pile
axial direction
injected
holes
peripheral surface
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
JP6835879A
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 JP6835879A priority Critical patent/JPS55161118A/en
Publication of JPS55161118A publication Critical patent/JPS55161118A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To form bulbs on the outside surface of a pile along the axial direction by a method wherein a pile provided on its outside peripheral surface with passages extending in the axial direction is driven into the grount, and groud is injected into the soil through the passages, in a method of driving a pile having large-diametered portions along the axial direction.
CONSTITUTION: Pipe-shaped members 3 for forming passages 2 are fixed to the outside peripheral surface of a pile main body 1 consisting of a steel pipe or the like. The member 3 is stopped up at its lower end and has holes 4 bored at adequate intervals in its axial direction. Pairs of projections 5 are fixed to the outside peripheral surface of the pile main body 1, with the hole 4 of the member 3 between each pair of projections 5. Pile driving procedure is as follows: after driving the thus constructed pile 6 down to a predetermined depth in the ground, pressurized water is injected into the members 3 from the upper end 1a, to soften the soil near the holes 4; then, grout such as mortar and cement paste is injected into the members 3, to cause the grout to penetrate into the softened soil from the holes, forming bulbs 7.
COPYRIGHT: (C)1980,JPO&Japio
JP6835879A 1979-05-31 1979-05-31 Pile driving method and pile Pending JPS55161118A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6835879A JPS55161118A (en) 1979-05-31 1979-05-31 Pile driving method and pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6835879A JPS55161118A (en) 1979-05-31 1979-05-31 Pile driving method and pile

Publications (1)

Publication Number Publication Date
JPS55161118A true JPS55161118A (en) 1980-12-15

Family

ID=13371494

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6835879A Pending JPS55161118A (en) 1979-05-31 1979-05-31 Pile driving method and pile

Country Status (1)

Country Link
JP (1) JPS55161118A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107761722A (en) * 2017-10-16 2018-03-06 中铁大桥局集团有限公司 A kind of device and method for improving steel-pipe pile stake side bearing capacity

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107761722A (en) * 2017-10-16 2018-03-06 中铁大桥局集团有限公司 A kind of device and method for improving steel-pipe pile stake side bearing capacity

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