KR940002433A - Earth anchor fixing method - Google Patents

Earth anchor fixing method Download PDF

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Publication number
KR940002433A
KR940002433A KR1019930001521A KR930001521A KR940002433A KR 940002433 A KR940002433 A KR 940002433A KR 1019930001521 A KR1019930001521 A KR 1019930001521A KR 930001521 A KR930001521 A KR 930001521A KR 940002433 A KR940002433 A KR 940002433A
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KR
South Korea
Prior art keywords
anchor
earth anchor
different
members
fixing
Prior art date
Application number
KR1019930001521A
Other languages
Korean (ko)
Other versions
KR0132205B1 (en
Inventor
히데오 오다까
Original Assignee
구로사와 료헤이
구로사와 겐세쓰 가부시끼가이샤
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 구로사와 료헤이, 구로사와 겐세쓰 가부시끼가이샤 filed Critical 구로사와 료헤이
Publication of KR940002433A publication Critical patent/KR940002433A/en
Application granted granted Critical
Publication of KR0132205B1 publication Critical patent/KR0132205B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E02D5/805—Ground anchors with deformable anchoring members
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/30—Miscellaneous comprising anchoring details

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

압축분해형 어스앵커의 정착공법에 있어서 앵커본체에서 각 정착체의 선단부와 후단부의 경계부분의 전단저항의 차이를 해소하는 것이다.In the anchoring method of the compression decomposition earth anchor, the difference in the shear resistance of the boundary between the front end and the rear end of each anchor in the anchor body is eliminated.

앵커본체(4)내에 깊이를 달리해 배설한 각 정착체(6)마다 인장재(5a), (5b), (5c)를 U자형으로 굽혀서 둘러걸어 해당 인장재 (5a), (5b), (5c)의 직경을 가장 깊은 곳의 정착체(6a)로 부터 가까운 측의 정작체(6b), (6c)에 걸어 각각 다른 직경으로 하며 동시에 각각 다른 인장력으로 당겨서 정착한것.The tension members 5a, 5b, and 5c are bent in a U-shape for each of the fixing members 6 having different depths in the anchor body 4, and the tension members 5a, 5b, and 5c. ) The diameters of) are set to the different lengths from the deepest fixture (6a) on the near side (6b) and (6c), and they are pulled to different diameters at the same time.

Description

어스 앵커의 정착공법Earth anchor fixing method

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도는 본 발명의 정착공법을 도시한 어스앵커의 단면도.1 is a cross-sectional view of the earth anchor showing the fixing method of the present invention.

제2도는 정착체에 인장재를 U자형으로 굽혀 말아걸는 어스앵커의 사시도.2 is a perspective view of an earth anchor that bends and rolls a tension member in a U-shape on a fixture.

제3도는 인장재를 U자형으로 굽혀 말아걸는 정착체의 단면도.3 is a cross-sectional view of the fixing body to bend the tension member in a U-shape.

제4도는 지지부재의 평면도.4 is a plan view of the support member.

Claims (2)

땅속에 뚫은 앵커구멍(1)에 있어서의 앵커본체(4)내에 여러개의 정착체(6a), (6b), (6c)가 깊이를 달리해 배설되며 그 각 정착제에는 각각 인장재(5a), (5b), (5c)를 U자형으로 굽혀 말아걸고, 그 단부가 상기한 앵커구멍(1)의 바깥쪽에서 조여져 정착된 어스앵커의 정착공법에 있어서. 상기한 각 정착체 (6a), (6b), (6c)에 U자형의 굽혀 말아걸은 각 인장재 (5a), (5b), (5c)를 각각 다른 인장력으로 조여 정착하는 것을 특징으로 하는 어스앵커의 정착 공법.Several anchoring bodies 6a, 6b, and 6c are disposed in the anchor body 4 in the anchor hole 1 drilled in the ground at different depths, and the tensioning members 5a, In the fixing method of the earth anchor in which (5b) and (5c) are bent and U-shaped and the edge part is tightened and fixed in the outer side of the said anchor hole 1 mentioned above. An earth anchor, characterized in that each of the tension members (5a), (5b), and (5c), which is U-shaped and bent, is fixed to each of the fixing members (6a), (6b), and (6c) by a different tension force. Settlement method. 제1항에 있어서, 상기한 가장 깊은 곳의 정착체(6a)로 부터 가까운측의 정착체(6b),(6c)에 말아걸은 인장재의 직경을 각각 달리한 것을 특징으로 하는 어스앵커의 접착 공법.The method of bonding an earth anchor according to claim 1, wherein the diameters of the tension members rolled on the fixing bodies 6b and 6c on the side close to the deepest fixing bodies 6a are different. . ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR93001521A 1992-07-03 1993-02-04 Earth anchor method KR0132205B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP4199033A JP2539319B2 (en) 1992-07-03 1992-07-03 Fixing method of earth anchor
JP92-199033 1992-07-03

Publications (2)

Publication Number Publication Date
KR940002433A true KR940002433A (en) 1994-02-17
KR0132205B1 KR0132205B1 (en) 1998-04-18

Family

ID=16401001

Family Applications (1)

Application Number Title Priority Date Filing Date
KR93001521A KR0132205B1 (en) 1992-07-03 1993-02-04 Earth anchor method

Country Status (3)

Country Link
JP (1) JP2539319B2 (en)
KR (1) KR0132205B1 (en)
CN (1) CN1071830C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100684387B1 (en) * 2005-12-09 2007-02-22 정락준 Tension apparatus and method for earth anchor

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4089795B2 (en) * 1997-11-10 2008-05-28 国土防災技術株式会社 PC steel wire fixing bracket and removable anchor using the fixing bracket
KR101877361B1 (en) * 2016-08-29 2018-07-13 주식회사 삼우기초기술 Method for arranging strands considering the length of compression and distribution type ground anchor and compression and distribution type permenent anchor applied the same

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59217831A (en) * 1983-05-26 1984-12-08 Tokyo Seikou Kk Concurrent tension of tensing members of different lengths
JPH03287914A (en) * 1990-04-04 1991-12-18 Yoshikatsu Osawa Structure of anchor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100684387B1 (en) * 2005-12-09 2007-02-22 정락준 Tension apparatus and method for earth anchor

Also Published As

Publication number Publication date
KR0132205B1 (en) 1998-04-18
JPH0626039A (en) 1994-02-01
CN1071830C (en) 2001-09-26
JP2539319B2 (en) 1996-10-02
CN1081220A (en) 1994-01-26

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