JPS56108413A - Driving method of foundation pile - Google Patents

Driving method of foundation pile

Info

Publication number
JPS56108413A
JPS56108413A JP828980A JP828980A JPS56108413A JP S56108413 A JPS56108413 A JP S56108413A JP 828980 A JP828980 A JP 828980A JP 828980 A JP828980 A JP 828980A JP S56108413 A JPS56108413 A JP S56108413A
Authority
JP
Japan
Prior art keywords
pile
circumference
diameter
driven
subsoil
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
JP828980A
Other languages
Japanese (ja)
Inventor
Yoshitaka Ito
Kazuo Shibuya
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.)
Daido Concrete Kogyo KK
Daido Concrete Co Ltd
Original Assignee
Daido Concrete Kogyo KK
Daido Concrete Co 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 Daido Concrete Kogyo KK, Daido Concrete Co Ltd filed Critical Daido Concrete Kogyo KK
Priority to JP828980A priority Critical patent/JPS56108413A/en
Publication of JPS56108413A publication Critical patent/JPS56108413A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To increase the support strength of a pile by forming a cement layer on the circumference of an upper pile relatively smaller in the diameter with a cement milk injected into a clearance between the circumference of the upper pile and the subsoil when driving the foundation pile joining a pile of varied diameter to be driven into a poor subsoil or the like.
CONSTITUTION: When driving a pile assembly, first, a lower pipe 1 large in the diameter with a smaller diameter part formed at the upper end thereof is driven by striking or the like. Subsequently, a small diameter medium pile joins the upper end of the lower pile 1 with anasphalt layer 2 applied on the circumference thereof and similarly, driven with the lower pile by striking or the like until the lower end of the lower pile 1 reaches a foundation bed 8 of the subsoil 7. Then, a sheath 10 is inserted through the top of the upper pile 4 and a flange 15 at the lower end thereof is loosely fitted onto the circumference of the upper pile 4. Thereafter, the sheath 10 is withdrawn while a cement milk 16 is being injected from an injection tube 11 mounted on the inner wall thereof. In this manner, a cement layer 17 is formed on the circumference of the upper pile 4 to complete the work.
COPYRIGHT: (C)1981,JPO&Japio
JP828980A 1980-01-29 1980-01-29 Driving method of foundation pile Pending JPS56108413A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP828980A JPS56108413A (en) 1980-01-29 1980-01-29 Driving method of foundation pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP828980A JPS56108413A (en) 1980-01-29 1980-01-29 Driving method of foundation pile

Publications (1)

Publication Number Publication Date
JPS56108413A true JPS56108413A (en) 1981-08-28

Family

ID=11689007

Family Applications (1)

Application Number Title Priority Date Filing Date
JP828980A Pending JPS56108413A (en) 1980-01-29 1980-01-29 Driving method of foundation pile

Country Status (1)

Country Link
JP (1) JPS56108413A (en)

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