JPS55122919A - Anchor construction method - Google Patents

Anchor construction method

Info

Publication number
JPS55122919A
JPS55122919A JP10576379A JP10576379A JPS55122919A JP S55122919 A JPS55122919 A JP S55122919A JP 10576379 A JP10576379 A JP 10576379A JP 10576379 A JP10576379 A JP 10576379A JP S55122919 A JPS55122919 A JP S55122919A
Authority
JP
Japan
Prior art keywords
steel material
tension steel
anchor
construction method
supporting plate
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
JP10576379A
Other languages
Japanese (ja)
Other versions
JPS5713688B2 (en
Inventor
Kunimitsu Yamada
Akira Kanematsu
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.)
SANSHIN KENSETSU KOGYO KK
Taisei Corp
Original Assignee
SANSHIN KENSETSU KOGYO KK
Taisei Corp
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 SANSHIN KENSETSU KOGYO KK, Taisei Corp filed Critical SANSHIN KENSETSU KOGYO KK
Priority to JP10576379A priority Critical patent/JPS55122919A/en
Publication of JPS55122919A publication Critical patent/JPS55122919A/en
Publication of JPS5713688B2 publication Critical patent/JPS5713688B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To provide a construction method of anchor for use in landslide prevention wall, etc. wherein load is uniformly distributed over the entire anchor-set sections to improve stability in durability.
CONSTITUTION: Connection with the pressure supporting plate 5 is made by inserting several tension steel material 4 into the anchor hole 2 and fitting the sleeve 7 to each end of tension steel material 4 inserted into the pressure supporting plate 5. Then, mortar 8 and tension steel material 4 to be placed in the anchor hole 2 are set in boltless condition and tension steel material 4 is withdrawn one by one after being used.
COPYRIGHT: (C)1980,JPO&Japio
JP10576379A 1979-08-20 1979-08-20 Anchor construction method Granted JPS55122919A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10576379A JPS55122919A (en) 1979-08-20 1979-08-20 Anchor construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10576379A JPS55122919A (en) 1979-08-20 1979-08-20 Anchor construction method

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP7624775A Division JPS5214A (en) 1975-06-20 1975-06-20 Anchoring method

Publications (2)

Publication Number Publication Date
JPS55122919A true JPS55122919A (en) 1980-09-22
JPS5713688B2 JPS5713688B2 (en) 1982-03-18

Family

ID=14416230

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10576379A Granted JPS55122919A (en) 1979-08-20 1979-08-20 Anchor construction method

Country Status (1)

Country Link
JP (1) JPS55122919A (en)

Also Published As

Publication number Publication date
JPS5713688B2 (en) 1982-03-18

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