JPS56111722A - Driving method for steel-pipe pile - Google Patents

Driving method for steel-pipe pile

Info

Publication number
JPS56111722A
JPS56111722A JP1463280A JP1463280A JPS56111722A JP S56111722 A JPS56111722 A JP S56111722A JP 1463280 A JP1463280 A JP 1463280A JP 1463280 A JP1463280 A JP 1463280A JP S56111722 A JPS56111722 A JP S56111722A
Authority
JP
Japan
Prior art keywords
steel
pipe pile
pile
monkey
hole
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
JP1463280A
Other languages
Japanese (ja)
Inventor
Seikichi Yamamoto
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 JP1463280A priority Critical patent/JPS56111722A/en
Publication of JPS56111722A publication Critical patent/JPS56111722A/en
Pending legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE: To eliminate public pollytions such as vibrations and noises and to settle the steel-pipe pile surely in a support layer by inserting into a vertical hole the steel- pipe pile provided in one body with a beam material supporting a shock load and by giving the shock load to the beam material by means of a monkey and the like.
CONSTITUTION: A plurality of beam materials 4 are stretched inside a cap 3 at the tip part of the steel-pipe P whose tip is closed and in the center thereof a receiver 6 for the monkey 5 is formed. A vertical longitudinal hole 2 is excavated in the ground 1 in which the pile is struck by means of an earth auger, etc. and then the steel-pipe pile P suspended by a crane is inserted into the excavated lingitudinal hole 2. And, the shock loas being given to the receiver 6 by the monkey 5 and the like and the pile P is sunk until it reaches the support layer. Next, proper grout of setting property such as cement mortar is filled up between the steel-pipe pile and the longitudinal hole and solidified.
COPYRIGHT: (C)1981,JPO&Japio
JP1463280A 1980-02-08 1980-02-08 Driving method for steel-pipe pile Pending JPS56111722A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1463280A JPS56111722A (en) 1980-02-08 1980-02-08 Driving method for steel-pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1463280A JPS56111722A (en) 1980-02-08 1980-02-08 Driving method for steel-pipe pile

Publications (1)

Publication Number Publication Date
JPS56111722A true JPS56111722A (en) 1981-09-03

Family

ID=11866563

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1463280A Pending JPS56111722A (en) 1980-02-08 1980-02-08 Driving method for steel-pipe pile

Country Status (1)

Country Link
JP (1) JPS56111722A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02279820A (en) * 1989-01-11 1990-11-15 Toshio Enoki Method of laying pile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02279820A (en) * 1989-01-11 1990-11-15 Toshio Enoki Method of laying pile

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