JPS6417923A - Embedment of pile - Google Patents

Embedment of pile

Info

Publication number
JPS6417923A
JPS6417923A JP17255287A JP17255287A JPS6417923A JP S6417923 A JPS6417923 A JP S6417923A JP 17255287 A JP17255287 A JP 17255287A JP 17255287 A JP17255287 A JP 17255287A JP S6417923 A JPS6417923 A JP S6417923A
Authority
JP
Japan
Prior art keywords
pile
excavating
pit
fluid
excavation
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
JP17255287A
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 JP17255287A priority Critical patent/JPS6417923A/en
Publication of JPS6417923A publication Critical patent/JPS6417923A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To perform excavation work with good efficiency by a method in which a muddy pit is formed in the ground, expanded excavation is made over a length a specific times as much as the diameter of the pile to a given depth, a precast pile tipped with a cylindrical bag is settled down into the pit, and a solidifying fluid is injected into the pit. CONSTITUTION:While turning an excavating rod 1 having an excavating bit 5 on its tip, excavation is made to a given depth by jetting excavating liquid from the bit. Expanded excavation is then made over a section of length at least two times the pile diameter near the given depth by high-pressure jet. The excavating fluid is replaced by a solidifying fluidizing agent C and the rod 1 is recovered while jetting the fluid C at a pressure of 20-50kg/cm<2>. A precast pile 10 tipped with a cylindrical bag 11 is penetrated into the muddy pit K, connected with normal precast pile 12, and settled down. The solidifying fluid C is then injected into the bag 11 to expand it.
JP17255287A 1987-07-10 1987-07-10 Embedment of pile Pending JPS6417923A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17255287A JPS6417923A (en) 1987-07-10 1987-07-10 Embedment of pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17255287A JPS6417923A (en) 1987-07-10 1987-07-10 Embedment of pile

Publications (1)

Publication Number Publication Date
JPS6417923A true JPS6417923A (en) 1989-01-20

Family

ID=15943979

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17255287A Pending JPS6417923A (en) 1987-07-10 1987-07-10 Embedment of pile

Country Status (1)

Country Link
JP (1) JPS6417923A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU763375B2 (en) * 1999-06-14 2003-07-17 Kawasaki Jukogyo Kabushiki Kaisha Through-hole sealing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU763375B2 (en) * 1999-06-14 2003-07-17 Kawasaki Jukogyo Kabushiki Kaisha Through-hole sealing device

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