JPH01268916A - Earth anchor structure - Google Patents

Earth anchor structure

Info

Publication number
JPH01268916A
JPH01268916A JP9359488A JP9359488A JPH01268916A JP H01268916 A JPH01268916 A JP H01268916A JP 9359488 A JP9359488 A JP 9359488A JP 9359488 A JP9359488 A JP 9359488A JP H01268916 A JPH01268916 A JP H01268916A
Authority
JP
Japan
Prior art keywords
earth anchor
anchor
bitumenous
earth
covered
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
JP9359488A
Other languages
Japanese (ja)
Inventor
Masaru Matsuura
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP9359488A priority Critical patent/JPH01268916A/en
Publication of JPH01268916A publication Critical patent/JPH01268916A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To obtain an earth anchor structure having high reliability from the structural and constructional standpoints by a method in which a bitumenous material is applied on the upper parts of reinforcing bars or bar steels and covered and spacers for centering are attached to the lower parts of the bars or steels.
CONSTITUTION: A bitumenous material 2 is coated on the upper parts of reinforcing bars or bar steels and covered with a cover 3 to make up the free long part 1A of earth anchor 1. Spacers 5 are set at an adequate interval on the filler-packed portion 1B of earth anchor 1 lower than the bitumenous material- covered portion. Anchor holes 7 are drilled in the base ground 6, grout 8 is packed into the holes 7, and the earth anchor 1 is penetrated. The earth anchor can thus be set on the center of the anchor hole to obtain earth anchoring work exactly satisfying design requirements.
COPYRIGHT: (C)1989,JPO&Japio
JP9359488A 1988-04-18 1988-04-18 Earth anchor structure Pending JPH01268916A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9359488A JPH01268916A (en) 1988-04-18 1988-04-18 Earth anchor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9359488A JPH01268916A (en) 1988-04-18 1988-04-18 Earth anchor structure

Publications (1)

Publication Number Publication Date
JPH01268916A true JPH01268916A (en) 1989-10-26

Family

ID=14086631

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9359488A Pending JPH01268916A (en) 1988-04-18 1988-04-18 Earth anchor structure

Country Status (1)

Country Link
JP (1) JPH01268916A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04174128A (en) * 1990-11-05 1992-06-22 Kensetsu Kiso Eng Co Ltd Arranging method into drilled pit of anchor
JPH04182519A (en) * 1990-11-17 1992-06-30 Kensetsu Kiso Eng Co Ltd Disposition method of anchor into cut hole and device therefor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04174128A (en) * 1990-11-05 1992-06-22 Kensetsu Kiso Eng Co Ltd Arranging method into drilled pit of anchor
JPH0721183B2 (en) * 1990-11-05 1995-03-08 建設基礎エンジニアリング株式会社 How to place the anchor in the drilled hole
JPH04182519A (en) * 1990-11-17 1992-06-30 Kensetsu Kiso Eng Co Ltd Disposition method of anchor into cut hole and device therefor

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