JPS6417922A - Construction of pile - Google Patents

Construction of pile

Info

Publication number
JPS6417922A
JPS6417922A JP17255187A JP17255187A JPS6417922A JP S6417922 A JPS6417922 A JP S6417922A JP 17255187 A JP17255187 A JP 17255187A JP 17255187 A JP17255187 A JP 17255187A JP S6417922 A JPS6417922 A JP S6417922A
Authority
JP
Japan
Prior art keywords
pile
bag
injected
excavating
fluid
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
JP17255187A
Other languages
Japanese (ja)
Inventor
Ryokichi Sasaki
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP17255187A priority Critical patent/JPS6417922A/en
Publication of JPS6417922A publication Critical patent/JPS6417922A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To raise the economy of construction work by a method in which excavation is made to a given depth and then expanded excavation is made by an excavating rod, a solidifying fluid is injected, the excavating rod is removed, and a pile tipped with bag is inserted into the pit and the fluid is injected. CONSTITUTION:While turning an excavating rod 1 with an excavating bit 5, a pit is excavated to a given depth by jetting an excavating liquid and expanded excavation is then made by high-pressure jet. A solidifying fluid C is injected, the rod 1 is removed, and a precast pile 10 tipped with a cylindrical bag 11 is inserted into the muddy pit K. Normal precast pile 12 is then connected to the pile 10 with the bag 11 and settled to a given position. The fluid C is then injected through an injection port formed in the pile tip into the bag 11 to expand the bag 11.
JP17255187A 1987-07-10 1987-07-10 Construction of pile Pending JPS6417922A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17255187A JPS6417922A (en) 1987-07-10 1987-07-10 Construction of pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17255187A JPS6417922A (en) 1987-07-10 1987-07-10 Construction of pile

Publications (1)

Publication Number Publication Date
JPS6417922A true JPS6417922A (en) 1989-01-20

Family

ID=15943962

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17255187A Pending JPS6417922A (en) 1987-07-10 1987-07-10 Construction of pile

Country Status (1)

Country Link
JP (1) JPS6417922A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008223852A (en) * 2007-03-12 2008-09-25 Akebono Brake Ind Co Ltd Friction material assembly for disc brake and its assembling method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008223852A (en) * 2007-03-12 2008-09-25 Akebono Brake Ind Co Ltd Friction material assembly for disc brake and its assembling method

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