JPS5592423A - Pile driving method and the said pile - Google Patents

Pile driving method and the said pile

Info

Publication number
JPS5592423A
JPS5592423A JP16535578A JP16535578A JPS5592423A JP S5592423 A JPS5592423 A JP S5592423A JP 16535578 A JP16535578 A JP 16535578A JP 16535578 A JP16535578 A JP 16535578A JP S5592423 A JPS5592423 A JP S5592423A
Authority
JP
Japan
Prior art keywords
pipe
ground
hardening agent
proper
pipe proper
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.)
Granted
Application number
JP16535578A
Other languages
Japanese (ja)
Other versions
JPS6047411B2 (en
Inventor
Takahiro Nagahara
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 JP16535578A priority Critical patent/JPS6047411B2/en
Publication of JPS5592423A publication Critical patent/JPS5592423A/en
Publication of JPS6047411B2 publication Critical patent/JPS6047411B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To solidly build in the ground a short and small-scaled pile, by hammering into the ground a pipe proper equipped with a conical cap at the tip thereof and by filling by pressure with a hardening agent after pulling out the pipe for a distance of a given length.
CONSTITUTION: A pipe proper 1 with a conical cap 5 at the point thereof is hammered into the ground to a given depth. A foundation space is formed above the cap 5 by pulling out the pipe body for a distance of a given length, a reinforcing material 15 such as a reinforcing rod is inserted into the pipe proper 1. As a result of a hollow portion of the pipe proper 1 and the foundation space being filled by pressure with a liquid hardener 16 such as mortar, the hardening agent 16 so filled penetrates into an earth wall whereby to form the foundation space, a bulbous foundation being formed resulting from the expansion of the foundation space. After filling of the hardening agent 16 is completed, a sealing cap 4 is fitted in the upper portion of the pipe proper 1 to prevent a backward flow of the hardener 16. After the hardening agent 16 is hardened, a fence 21 or the like is located in line with a projection pirtion of the pipe proper 1 emerging from the ground.
COPYRIGHT: (C)1980,JPO&Japio
JP16535578A 1978-12-30 1978-12-30 Pile installation method Expired JPS6047411B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16535578A JPS6047411B2 (en) 1978-12-30 1978-12-30 Pile installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16535578A JPS6047411B2 (en) 1978-12-30 1978-12-30 Pile installation method

Publications (2)

Publication Number Publication Date
JPS5592423A true JPS5592423A (en) 1980-07-12
JPS6047411B2 JPS6047411B2 (en) 1985-10-22

Family

ID=15810783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16535578A Expired JPS6047411B2 (en) 1978-12-30 1978-12-30 Pile installation method

Country Status (1)

Country Link
JP (1) JPS6047411B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0331227Y2 (en) * 1987-11-06 1991-07-02

Also Published As

Publication number Publication date
JPS6047411B2 (en) 1985-10-22

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