JPS57133921A - Manufacture of pile - Google Patents

Manufacture of pile

Info

Publication number
JPS57133921A
JPS57133921A JP1827781A JP1827781A JPS57133921A JP S57133921 A JPS57133921 A JP S57133921A JP 1827781 A JP1827781 A JP 1827781A JP 1827781 A JP1827781 A JP 1827781A JP S57133921 A JPS57133921 A JP S57133921A
Authority
JP
Japan
Prior art keywords
casing
ground
concrete
metal tool
penetrated
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
JP1827781A
Other languages
Japanese (ja)
Inventor
Toshihiko Shimoiizaka
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 JP1827781A priority Critical patent/JPS57133921A/en
Publication of JPS57133921A publication Critical patent/JPS57133921A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/72—Pile shoes

Abstract

PURPOSE:To easily place concrete in constrution site by a method in which a metal tool attached to the lower end of a steel pipe casing is penetrated to a support or intermediate layer under the ground, and concrete is placed while drawing up the casing. CONSTITUTION:A screwed ground-cutting, reinforcing metal tool B is coupled with the lower end of a steel pipe casing A, and the casing A is penetrated into the ground 7 until it reaches a support layer or an objective intermediate layer under the ground. Then, the metal tool B is separated from the casing A, and concrete is placed while drawing up the casing A from the ground and hardened.
JP1827781A 1981-02-10 1981-02-10 Manufacture of pile Pending JPS57133921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1827781A JPS57133921A (en) 1981-02-10 1981-02-10 Manufacture of pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1827781A JPS57133921A (en) 1981-02-10 1981-02-10 Manufacture of pile

Publications (1)

Publication Number Publication Date
JPS57133921A true JPS57133921A (en) 1982-08-18

Family

ID=11967142

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1827781A Pending JPS57133921A (en) 1981-02-10 1981-02-10 Manufacture of pile

Country Status (1)

Country Link
JP (1) JPS57133921A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7104732B2 (en) * 2004-06-18 2006-09-12 Subterranean Ltd. Pile installation method with downhole hammer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7104732B2 (en) * 2004-06-18 2006-09-12 Subterranean Ltd. Pile installation method with downhole hammer

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