KR900005023A - Anchor type reinforcement method - Google Patents

Anchor type reinforcement method Download PDF

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Publication number
KR900005023A
KR900005023A KR1019880011818A KR880011818A KR900005023A KR 900005023 A KR900005023 A KR 900005023A KR 1019880011818 A KR1019880011818 A KR 1019880011818A KR 880011818 A KR880011818 A KR 880011818A KR 900005023 A KR900005023 A KR 900005023A
Authority
KR
South Korea
Prior art keywords
hole
conical wedge
fixing
plate portion
front plate
Prior art date
Application number
KR1019880011818A
Other languages
Korean (ko)
Other versions
KR920003110B1 (en
Inventor
백운일
박성윤
Original Assignee
이준용
대림산업 주식회사
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 이준용, 대림산업 주식회사 filed Critical 이준용
Priority to KR1019880011818A priority Critical patent/KR920003110B1/en
Publication of KR900005023A publication Critical patent/KR900005023A/en
Application granted granted Critical
Publication of KR920003110B1 publication Critical patent/KR920003110B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological 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)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

내용 없음No content

Description

앵커식 보강토 공법Anchor type reinforcement method

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

제1도는 본 발명이 설치된 전체 구성도,1 is an overall configuration diagram installed the present invention,

제2도는 본 발명에 있어 앵커부와 박판부와 분해 사시도,2 is an exploded perspective view of the anchor portion and the thin plate portion in the present invention,

제3도는 본 발명에 있어 전면판부의 사시도,3 is a perspective view of the front plate portion in the present invention,

제4도는 본 발명에 있어 전면판부가 설치되는 상태의 사시도,4 is a perspective view of a state in which the front plate portion is installed in the present invention,

제5도는 본 발명의 결합 단면도.5 is a combined cross-sectional view of the present invention.

Claims (1)

기초 콘크리트(27)구조물 위에 지지볼트홀(29)과 결합홈(30)이 형성된 고정틀(28)을 고정하여 결합돌기(32)가 형성된 뚜껑부(31)를 형합하고, 뚜껑부(31)에는 원추형쐐기고정공(33)과 배수홀(34) 및 지지다리(35)를 일체로 성형하여 뚜껑부(31)의 원추형쐐기고정공(33)과 전면판부(2)(2°)의 하면에 형성된 원추형쐐기고정공(22)을 원추형쐐기(36)와 고정핀(38)으로 고정시키되, 전면판부(2)의 앞면에는 삼각돌출부(18)를 뒷면에는 체결공(20)(20°)이 천공된 연결편(19)(19°)과 배수홈(21)을 일체로 형성하여 홀(25)과 사각홀(26)이 천공된 덮개(24)와 함께 상기 체결공(20)(20°)으로 U자형 연결박판(15)을 볼트로 고정하고, 흙으로 뒷 채음을 실시한 후 U자형 연결박판(15)에는 마찰돌기(5)가 성형된 마찰형박판(4)(4°)과 S자형 연결박판(11) 및 원형박판(8)(8°)을 볼트로 고정하며, 원형박판(8)(8°)에는 고정구(9)를 형성하여 평형 연결박판(17)(17°)을 연결 ; 지면 바닥에 핀으로 고정하고, 각각의 전면판부(2)(2°)의 결합은 전면판부(2)(2°)의 상, 하, 좌, 우 측면에 천공된 원추형쐐기고정공(22)에 원추형쐐기(26)와 고정핀(38)으로 고정하며, 계속해서 같은 방법으로 전면판부의 설치와 흙으로 된 채음을 하여 구성되는 앵커식 보강토 공법.A fixing bolt 28 having a support bolt hole 29 and a coupling groove 30 formed thereon is formed on the foundation concrete 27 to form a lid 31 having a coupling protrusion 32 formed thereon, and a lid 31. The conical wedge fixing hole 33, the drainage hole 34, and the support leg 35 are integrally molded to the lower surface of the conical wedge fixing hole 33 and the front plate portion 2 (2 °) of the lid portion 31. The conical wedge fixing hole 22 is fixed to the conical wedge 36 and the fixing pin 38, but a triangular protrusion 18 on the front of the front plate portion 2 and a fastening hole 20 (20 °) on the back side. The fastening connection portion 20 (19 °) and the drainage groove 21 are integrally formed to form the fastening hole 20 (20 °) together with the cover 24 in which the hole 25 and the square hole 26 are perforated. After fixing the U-shaped connecting plate 15 with bolts and back-seating with soil, the U-shaped connecting plate 15 has a friction-shaped thin plate 4 (4 °) and an S-shape in which a friction protrusion 5 is formed. Secure the connecting thin plate 11 and the circular thin plate 8 (8 °) with bolts. (8) (8 °) so as to form a fastener (9) connecting the flat sheet metal (17) (17 °) connection; Pinned to the bottom of the ground, and the combination of each of the front plate portion 2 (2 °) is conical wedge fixed hole (22) perforated on the upper, lower, left and right sides of the front plate portion (2) (2 °) Anchor type reinforcement earth construction method is fixed by the conical wedge (26) and the fixing pin (38), and the front plate portion in the same way and is made by the sound of the earth. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019880011818A 1988-09-13 1988-09-13 Fabricated retaining wall KR920003110B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019880011818A KR920003110B1 (en) 1988-09-13 1988-09-13 Fabricated retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019880011818A KR920003110B1 (en) 1988-09-13 1988-09-13 Fabricated retaining wall

Publications (2)

Publication Number Publication Date
KR900005023A true KR900005023A (en) 1990-04-13
KR920003110B1 KR920003110B1 (en) 1992-04-18

Family

ID=19277707

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019880011818A KR920003110B1 (en) 1988-09-13 1988-09-13 Fabricated retaining wall

Country Status (1)

Country Link
KR (1) KR920003110B1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030025369A (en) * 2001-09-20 2003-03-29 재단법인 포항산업과학연구원 Retaining wall reinforcement
KR20030030499A (en) * 2001-10-11 2003-04-18 보강기술주식회사 Supporting wall of reinforced earth retaining wall
KR100448442B1 (en) * 2001-09-20 2004-09-13 주식회사 포스코 Retaining wall reinforcement with fixed angel iron

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030025369A (en) * 2001-09-20 2003-03-29 재단법인 포항산업과학연구원 Retaining wall reinforcement
KR100448442B1 (en) * 2001-09-20 2004-09-13 주식회사 포스코 Retaining wall reinforcement with fixed angel iron
KR20030030499A (en) * 2001-10-11 2003-04-18 보강기술주식회사 Supporting wall of reinforced earth retaining wall

Also Published As

Publication number Publication date
KR920003110B1 (en) 1992-04-18

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