JPS5549425A - Buried pile method - Google Patents

Buried pile method

Info

Publication number
JPS5549425A
JPS5549425A JP12296078A JP12296078A JPS5549425A JP S5549425 A JPS5549425 A JP S5549425A JP 12296078 A JP12296078 A JP 12296078A JP 12296078 A JP12296078 A JP 12296078A JP S5549425 A JPS5549425 A JP S5549425A
Authority
JP
Japan
Prior art keywords
pile
hole
ground
excavator
excavated
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
JP12296078A
Other languages
Japanese (ja)
Other versions
JPS5727255B2 (en
Inventor
Eimatsu Kaido
Sadao Nishikawa
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.)
SEKISAN KOGYO KK
Mitani Sekisan Co Ltd
Original Assignee
SEKISAN KOGYO KK
Mitani Sekisan 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 SEKISAN KOGYO KK, Mitani Sekisan Co Ltd filed Critical SEKISAN KOGYO KK
Priority to JP12296078A priority Critical patent/JPS5549425A/en
Publication of JPS5549425A publication Critical patent/JPS5549425A/en
Publication of JPS5727255B2 publication Critical patent/JPS5727255B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: A method whereby piles can be sunk sequentially without collapse of a vertical hole even when a sand layer or flowing ground-water is present at the pile burying site, and the same ground-supporting force as driven piles can be expected.
CONSTITUTION: At a pile burying site, there is excavated a hole having a diameter roughly equal to the outside diameter of a pile 1 by an excavator 3 passed through the hollow portion 2 of the pile 1. Stirring the excavated (5) muddy soil, a portion of the soil is daubed onto the internal wall of the hole and consolidated and caused to penetrate into the wall, and the pile 1 is inserted in the hole. Then, with the excavator 3 drawn out, the pile 1 is rotated so as to fix its bottom end to the support ground.
COPYRIGHT: (C)1980,JPO&Japio
JP12296078A 1978-10-05 1978-10-05 Buried pile method Granted JPS5549425A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12296078A JPS5549425A (en) 1978-10-05 1978-10-05 Buried pile method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12296078A JPS5549425A (en) 1978-10-05 1978-10-05 Buried pile method

Publications (2)

Publication Number Publication Date
JPS5549425A true JPS5549425A (en) 1980-04-09
JPS5727255B2 JPS5727255B2 (en) 1982-06-09

Family

ID=14848876

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12296078A Granted JPS5549425A (en) 1978-10-05 1978-10-05 Buried pile method

Country Status (1)

Country Link
JP (1) JPS5549425A (en)

Also Published As

Publication number Publication date
JPS5727255B2 (en) 1982-06-09

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