JPS5774431A - Structure and driving mwthod for stay anchor - Google Patents

Structure and driving mwthod for stay anchor

Info

Publication number
JPS5774431A
JPS5774431A JP15015480A JP15015480A JPS5774431A JP S5774431 A JPS5774431 A JP S5774431A JP 15015480 A JP15015480 A JP 15015480A JP 15015480 A JP15015480 A JP 15015480A JP S5774431 A JPS5774431 A JP S5774431A
Authority
JP
Japan
Prior art keywords
pipe
rod
driving
work
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
JP15015480A
Other languages
Japanese (ja)
Other versions
JPS5817850B2 (en
Inventor
Hikoitsu Watanabe
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 JP15015480A priority Critical patent/JPS5817850B2/en
Publication of JPS5774431A publication Critical patent/JPS5774431A/en
Publication of JPS5817850B2 publication Critical patent/JPS5817850B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To obtain an anchor having a large tension resistant force, by a method wherein, in an anchor, for use with an orchard rack and the like, a resistance plate, spreading underground at a driving time, is attached to a base body integrally united with a drawing-up rod, and the work is driven underground by means of a driving pipe.
CONSTITUTION: For installation of the device, a base body A is coupled to resistance plate B through the insertion of a drawing-up rod 8 into a rib 11 of the plate B, and the integral work is fitted outside of a driving pipe 15 into which a core 19, having a recess 20, is inserted. After the end of the pipe 15 is brought into close contact with a support plate 5, the upper end of the pipe 15 is struck to drive the whole pipe into the ground. When a ring part at the upper end of the drawing-up rod 8 reaches a ground surface, striking is stopped temporarily. After the pipe 5 is pulled off until the forward end reaches a slope surface 2, a control rod is inserted into said ring part. A rod hammer is then inserted into the pipe 15, and after the resistance plate B is spread together with rotating plates 7, 7 through the striking of the core 19 with the hammer, the pipe 15 is pulled out to complete a work.
COPYRIGHT: (C)1982,JPO&Japio
JP15015480A 1980-10-28 1980-10-28 Structure of stay anchor Expired JPS5817850B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15015480A JPS5817850B2 (en) 1980-10-28 1980-10-28 Structure of stay anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15015480A JPS5817850B2 (en) 1980-10-28 1980-10-28 Structure of stay anchor

Publications (2)

Publication Number Publication Date
JPS5774431A true JPS5774431A (en) 1982-05-10
JPS5817850B2 JPS5817850B2 (en) 1983-04-09

Family

ID=15490675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15015480A Expired JPS5817850B2 (en) 1980-10-28 1980-10-28 Structure of stay anchor

Country Status (1)

Country Link
JP (1) JPS5817850B2 (en)

Also Published As

Publication number Publication date
JPS5817850B2 (en) 1983-04-09

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