JPS5715094A - Buried anchor and insertion pipe system - Google Patents

Buried anchor and insertion pipe system

Info

Publication number
JPS5715094A
JPS5715094A JP8902680A JP8902680A JPS5715094A JP S5715094 A JPS5715094 A JP S5715094A JP 8902680 A JP8902680 A JP 8902680A JP 8902680 A JP8902680 A JP 8902680A JP S5715094 A JPS5715094 A JP S5715094A
Authority
JP
Japan
Prior art keywords
anchor
sand layer
pump
nozzle
injected
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
JP8902680A
Other languages
Japanese (ja)
Inventor
Sojiro Nakamura
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 JP8902680A priority Critical patent/JPS5715094A/en
Publication of JPS5715094A publication Critical patent/JPS5715094A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To facilitate the burying operation of an anchor by forming a hole in a sand layer in utilizing a jet stream injected through a nozzle through a nozzle thereby to cause the anchor to deeply immerse into a sand layer.
CONSTITUTION: A pump 2 is suspended from a working ship 1, and the pump 2 is connected to an insertion pipe 3 through a flexible hose 6. Further, a high-pressure pump 8 loaded on a ship is connected to a nozzle part 9, and a high-speed jet stream can be injected from this part 9. Accordingly, a jet stream is injected through the nozzle part 9 to form a hole in the sand layer, and floating sand is sucked up by means of the pump 2 through the flexible hose 6, whereby the anchor 1 is buried deeply into the sand layer. When the anchor 1 reaches a predetermined depth, the inserted pipe 3 and the like are withdrawn, and the anchoring cable of the anchor 1 is pulled thereby to position the anchor 1 laterally in the sand layer.
COPYRIGHT: (C)1982,JPO&Japio
JP8902680A 1980-06-30 1980-06-30 Buried anchor and insertion pipe system Pending JPS5715094A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8902680A JPS5715094A (en) 1980-06-30 1980-06-30 Buried anchor and insertion pipe system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8902680A JPS5715094A (en) 1980-06-30 1980-06-30 Buried anchor and insertion pipe system

Publications (1)

Publication Number Publication Date
JPS5715094A true JPS5715094A (en) 1982-01-26

Family

ID=13959393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8902680A Pending JPS5715094A (en) 1980-06-30 1980-06-30 Buried anchor and insertion pipe system

Country Status (1)

Country Link
JP (1) JPS5715094A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01141190A (en) * 1987-11-27 1989-06-02 Houzan Tekko Kk Formation work method and device for sea bottom anchor
US20150314833A1 (en) * 2014-05-01 2015-11-05 Christopher Betcher Corrosion-and-chafing-resistant, mooring system and method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01141190A (en) * 1987-11-27 1989-06-02 Houzan Tekko Kk Formation work method and device for sea bottom anchor
US20150314833A1 (en) * 2014-05-01 2015-11-05 Christopher Betcher Corrosion-and-chafing-resistant, mooring system and method
US10207773B2 (en) 2014-05-01 2019-02-19 Christopher Betcher Corrosion-and-chafing-resistant, buoy system and method

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