KR900005023A - 앵커식 보강토 공법 - Google Patents
앵커식 보강토 공법 Download PDFInfo
- 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
- 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
Links
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
Landscapes
- 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
Description
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.※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019880011818A KR920003110B1 (ko) | 1988-09-13 | 1988-09-13 | 보강토 옹벽 보완장치 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019880011818A KR920003110B1 (ko) | 1988-09-13 | 1988-09-13 | 보강토 옹벽 보완장치 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR900005023A true KR900005023A (ko) | 1990-04-13 |
| KR920003110B1 KR920003110B1 (ko) | 1992-04-18 |
Family
ID=19277707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1019880011818A Expired KR920003110B1 (ko) | 1988-09-13 | 1988-09-13 | 보강토 옹벽 보완장치 |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR920003110B1 (ko) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030025369A (ko) * | 2001-09-20 | 2003-03-29 | 재단법인 포항산업과학연구원 | 파형 옹벽보강재 |
| KR20030030499A (ko) * | 2001-10-11 | 2003-04-18 | 보강기술주식회사 | 보강토옹벽의 전방지지벽 |
| KR100448442B1 (ko) * | 2001-09-20 | 2004-09-13 | 주식회사 포스코 | 볼트접합강재를 구비한 옹벽보강재 |
-
1988
- 1988-09-13 KR KR1019880011818A patent/KR920003110B1/ko not_active Expired
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030025369A (ko) * | 2001-09-20 | 2003-03-29 | 재단법인 포항산업과학연구원 | 파형 옹벽보강재 |
| KR100448442B1 (ko) * | 2001-09-20 | 2004-09-13 | 주식회사 포스코 | 볼트접합강재를 구비한 옹벽보강재 |
| KR20030030499A (ko) * | 2001-10-11 | 2003-04-18 | 보강기술주식회사 | 보강토옹벽의 전방지지벽 |
Also Published As
| Publication number | Publication date |
|---|---|
| KR920003110B1 (ko) | 1992-04-18 |
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