JPS5575018A - Very long terminal pile and construction thereof - Google Patents

Very long terminal pile and construction thereof

Info

Publication number
JPS5575018A
JPS5575018A JP14981778A JP14981778A JPS5575018A JP S5575018 A JPS5575018 A JP S5575018A JP 14981778 A JP14981778 A JP 14981778A JP 14981778 A JP14981778 A JP 14981778A JP S5575018 A JPS5575018 A JP S5575018A
Authority
JP
Japan
Prior art keywords
strut
hole
pile
bored
suspended
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
JP14981778A
Other languages
Japanese (ja)
Inventor
Katsumoto Ueda
Koichi Sueyoshi
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.)
Hazama Corp
Original Assignee
Hazama Gumi 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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP14981778A priority Critical patent/JPS5575018A/en
Publication of JPS5575018A publication Critical patent/JPS5575018A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE: To provide a proper vertical control of a pile by inserting a suspended strut into a pre-bored guide hole space, tentatively fixing the strut vertically at upper and lower points, and refilling the remaining gap with a filler to form a pile.
CONSTITUTION: A guide hole 2 is pre-bored to enable vertical setting of a strut 5 from above the ground, the diameter of the hole 2 so determined that it can compensate for any vertical errors of the hole 2. A suspended strut 5 is inserted into the hole 2 while correcting the bend of the strut 5 by its own weight. A steel pile, Hume concrete pipe, or the like is used as the strut 5. The strut 5 thus inserted vertically in the hole 2 is tentatively fixed at upper and lower points, e.g. at a fixing layer 4. While maintaining the strut 5 in a condition where its own weight does not apply, the surrounding is filled with water-impermeable or substaintially water- impermeable fluid filler or the like to form a support layer 3.
COPYRIGHT: (C)1980,JPO&Japio
JP14981778A 1978-12-04 1978-12-04 Very long terminal pile and construction thereof Pending JPS5575018A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14981778A JPS5575018A (en) 1978-12-04 1978-12-04 Very long terminal pile and construction thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14981778A JPS5575018A (en) 1978-12-04 1978-12-04 Very long terminal pile and construction thereof

Publications (1)

Publication Number Publication Date
JPS5575018A true JPS5575018A (en) 1980-06-06

Family

ID=15483343

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14981778A Pending JPS5575018A (en) 1978-12-04 1978-12-04 Very long terminal pile and construction thereof

Country Status (1)

Country Link
JP (1) JPS5575018A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53110212A (en) * 1977-03-05 1978-09-26 Asahi Kogyo Co Ltd Method of vertically setting up main post and method of building continuous wall under ground

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53110212A (en) * 1977-03-05 1978-09-26 Asahi Kogyo Co Ltd Method of vertically setting up main post and method of building continuous wall under ground

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