JPS5532809A - Pile foundation practice - Google Patents

Pile foundation practice

Info

Publication number
JPS5532809A
JPS5532809A JP10455278A JP10455278A JPS5532809A JP S5532809 A JPS5532809 A JP S5532809A JP 10455278 A JP10455278 A JP 10455278A JP 10455278 A JP10455278 A JP 10455278A JP S5532809 A JPS5532809 A JP S5532809A
Authority
JP
Japan
Prior art keywords
pile
tensile material
imbedded
pile foundation
anchor
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
JP10455278A
Other languages
Japanese (ja)
Other versions
JPS611575B2 (en
Inventor
Shinichi Aikawa
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 JP10455278A priority Critical patent/JPS5532809A/en
Publication of JPS5532809A publication Critical patent/JPS5532809A/en
Publication of JPS611575B2 publication Critical patent/JPS611575B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE: To provide an easy handling method for being capable of easily and rapidly giving a horizontal resistance strength to piles driven into a weak stratum.
CONSTITUTION: A pile 1, which is required to support a vertical load, is vertically imbedded in a support ground B, and an anchor pile 3 is imbedded down to a given depth at a given interval from the pile 1. A upper part of the pile 1 and the anchor pile 3 are coupled together by means of a tensile material 2. A guide ditch is digged by high pressure jetted water after inserting a device into a vertical hole C provided when driving in the anchor pile 3, and the tensile material 2 is brought down into the guide ditch, and thus, a upper end of the tensile material 2 can also be coupled to the upper part of the pile 1.
COPYRIGHT: (C)1980,JPO&Japio
JP10455278A 1978-08-28 1978-08-28 Pile foundation practice Granted JPS5532809A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10455278A JPS5532809A (en) 1978-08-28 1978-08-28 Pile foundation practice

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10455278A JPS5532809A (en) 1978-08-28 1978-08-28 Pile foundation practice

Publications (2)

Publication Number Publication Date
JPS5532809A true JPS5532809A (en) 1980-03-07
JPS611575B2 JPS611575B2 (en) 1986-01-18

Family

ID=14383626

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10455278A Granted JPS5532809A (en) 1978-08-28 1978-08-28 Pile foundation practice

Country Status (1)

Country Link
JP (1) JPS5532809A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61146833A (en) * 1984-12-21 1986-07-04 東レ株式会社 Composite yarn and its production
JPH02300343A (en) * 1989-05-15 1990-12-12 Teijin Ltd Production of multi-color commingle yarn and apparatus therefor
JP2012127119A (en) * 2010-12-15 2012-07-05 Ohbayashi Corp Pile reinforcement method and structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61146833A (en) * 1984-12-21 1986-07-04 東レ株式会社 Composite yarn and its production
JPH02300343A (en) * 1989-05-15 1990-12-12 Teijin Ltd Production of multi-color commingle yarn and apparatus therefor
JP2012127119A (en) * 2010-12-15 2012-07-05 Ohbayashi Corp Pile reinforcement method and structure

Also Published As

Publication number Publication date
JPS611575B2 (en) 1986-01-18

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