KR102037167B1 - 지반고정용 앵커 - Google Patents
지반고정용 앵커 Download PDFInfo
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- KR102037167B1 KR102037167B1 KR1020180166561A KR20180166561A KR102037167B1 KR 102037167 B1 KR102037167 B1 KR 102037167B1 KR 1020180166561 A KR1020180166561 A KR 1020180166561A KR 20180166561 A KR20180166561 A KR 20180166561A KR 102037167 B1 KR102037167 B1 KR 102037167B1
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- binding
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- VZSRBBMJRBPUNF-UHFFFAOYSA-N 2-(2,3-dihydro-1H-inden-2-ylamino)-N-[3-oxo-3-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)propyl]pyrimidine-5-carboxamide Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)C(=O)NCCC(N1CC2=C(CC1)NN=N2)=O VZSRBBMJRBPUNF-UHFFFAOYSA-N 0.000 description 10
- 238000004873 anchoring Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 8
- 230000008878 coupling Effects 0.000 description 7
- 238000010168 coupling process Methods 0.000 description 7
- 238000005859 coupling reaction Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- HMUNWXXNJPVALC-UHFFFAOYSA-N 1-[4-[2-(2,3-dihydro-1H-inden-2-ylamino)pyrimidin-5-yl]piperazin-1-yl]-2-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)ethanone Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)N1CCN(CC1)C(CN1CC2=C(CC1)NN=N2)=O HMUNWXXNJPVALC-UHFFFAOYSA-N 0.000 description 4
- 239000011230 binding agent Substances 0.000 description 4
- LDXJRKWFNNFDSA-UHFFFAOYSA-N 2-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)-1-[4-[2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidin-5-yl]piperazin-1-yl]ethanone Chemical compound C1CN(CC2=NNN=C21)CC(=O)N3CCN(CC3)C4=CN=C(N=C4)NCC5=CC(=CC=C5)OC(F)(F)F LDXJRKWFNNFDSA-UHFFFAOYSA-N 0.000 description 3
- CONKBQPVFMXDOV-QHCPKHFHSA-N 6-[(5S)-5-[[4-[2-(2,3-dihydro-1H-inden-2-ylamino)pyrimidin-5-yl]piperazin-1-yl]methyl]-2-oxo-1,3-oxazolidin-3-yl]-3H-1,3-benzoxazol-2-one Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)N1CCN(CC1)C[C@H]1CN(C(O1)=O)C1=CC2=C(NC(O2)=O)C=C1 CONKBQPVFMXDOV-QHCPKHFHSA-N 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000007665 sagging Methods 0.000 description 3
- WZFUQSJFWNHZHM-UHFFFAOYSA-N 2-[4-[2-(2,3-dihydro-1H-inden-2-ylamino)pyrimidin-5-yl]piperazin-1-yl]-1-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)ethanone Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)N1CCN(CC1)CC(=O)N1CC2=C(CC1)NN=N2 WZFUQSJFWNHZHM-UHFFFAOYSA-N 0.000 description 2
- YLZOPXRUQYQQID-UHFFFAOYSA-N 3-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)-1-[4-[2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidin-5-yl]piperazin-1-yl]propan-1-one Chemical compound N1N=NC=2CN(CCC=21)CCC(=O)N1CCN(CC1)C=1C=NC(=NC=1)NCC1=CC(=CC=C1)OC(F)(F)F YLZOPXRUQYQQID-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- OHVLMTFVQDZYHP-UHFFFAOYSA-N 1-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)-2-[4-[2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidin-5-yl]piperazin-1-yl]ethanone Chemical compound N1N=NC=2CN(CCC=21)C(CN1CCN(CC1)C=1C=NC(=NC=1)NCC1=CC(=CC=C1)OC(F)(F)F)=O OHVLMTFVQDZYHP-UHFFFAOYSA-N 0.000 description 1
- JQMFQLVAJGZSQS-UHFFFAOYSA-N 2-[4-[2-(2,3-dihydro-1H-inden-2-ylamino)pyrimidin-5-yl]piperazin-1-yl]-N-(2-oxo-3H-1,3-benzoxazol-6-yl)acetamide Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)N1CCN(CC1)CC(=O)NC1=CC2=C(NC(O2)=O)C=C1 JQMFQLVAJGZSQS-UHFFFAOYSA-N 0.000 description 1
- DFGKGUXTPFWHIX-UHFFFAOYSA-N 6-[2-[4-[2-(2,3-dihydro-1H-inden-2-ylamino)pyrimidin-5-yl]piperazin-1-yl]acetyl]-3H-1,3-benzoxazol-2-one Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)N1CCN(CC1)CC(=O)C1=CC2=C(NC(O2)=O)C=C1 DFGKGUXTPFWHIX-UHFFFAOYSA-N 0.000 description 1
- DEXFNLNNUZKHNO-UHFFFAOYSA-N 6-[3-[4-[2-(2,3-dihydro-1H-inden-2-ylamino)pyrimidin-5-yl]piperidin-1-yl]-3-oxopropyl]-3H-1,3-benzoxazol-2-one Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)C1CCN(CC1)C(CCC1=CC2=C(NC(O2)=O)C=C1)=O DEXFNLNNUZKHNO-UHFFFAOYSA-N 0.000 description 1
- 206010004950 Birth mark Diseases 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- MKYBYDHXWVHEJW-UHFFFAOYSA-N N-[1-oxo-1-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)propan-2-yl]-2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidine-5-carboxamide Chemical compound O=C(C(C)NC(=O)C=1C=NC(=NC=1)NCC1=CC(=CC=C1)OC(F)(F)F)N1CC2=C(CC1)NN=N2 MKYBYDHXWVHEJW-UHFFFAOYSA-N 0.000 description 1
- NIPNSKYNPDTRPC-UHFFFAOYSA-N N-[2-oxo-2-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)ethyl]-2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidine-5-carboxamide Chemical compound O=C(CNC(=O)C=1C=NC(=NC=1)NCC1=CC(=CC=C1)OC(F)(F)F)N1CC2=C(CC1)NN=N2 NIPNSKYNPDTRPC-UHFFFAOYSA-N 0.000 description 1
- AFCARXCZXQIEQB-UHFFFAOYSA-N N-[3-oxo-3-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)propyl]-2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidine-5-carboxamide Chemical compound O=C(CCNC(=O)C=1C=NC(=NC=1)NCC1=CC(=CC=C1)OC(F)(F)F)N1CC2=C(CC1)NN=N2 AFCARXCZXQIEQB-UHFFFAOYSA-N 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
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
- E02D5/803—Ground anchors with pivotable anchoring members
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/15—Geometrical or physical properties including at least a hinge
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
-
- 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
Landscapes
- 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
Description
도 2는 본 발명의 지반고정용 앵커 사시도.
도 3은 본 발명의 지반고정용 앵커 결착부 사시도.
도 4는 본 발명의 지반고정용 삽입대 결합부분 사시도.
도 5는 본 발명의 지반고정용 앵커의 단일 결착부 장착 사시도.
도 6 및 7은 본 발명의 지반고정용 앵커의 이중 결착부 장착 사시도.
111 : 단부 112 : 고정핀
113 : 숫나사 120 : 힌지대
121 : 힌지핀 121b : 별도의 너트
122 : 지지대 123 : 고정대
123a : 암나사 200 : 결착부
210 : 회동구 211 : 회동구돌기판
220 : 체결구 221 : 체결구돌기판
230 : 결착돌기 240 : 노치홈
250 : 경사면 300 : 와이어
400 : 밴드 510 : 고정부
520 : 접촉부
Claims (5)
- 지반고정용 앵커에 있어서,
봉형상의 삽입대(110) 및 상기 삽입대 일측의 힌지대(120)로 이루어진 장착
부(100);
판재형상이며, 상기 힌지대와 결합되는 회동구(210)를 형성한 결착부(200);
일측이 상기 결착부의 체결구(220)와 결합되는 와이어(300);
상기 삽입대(110)는 복수의 중공관의 결합으로 형성되며, 하나의 삽입대 일측 단부에 다른 삽입대 타측이 삽입되는 중첩부위를 고정하는 고정핀(112);
상기 결착부(200) 양단부에 형성되며, 복수이며, 쇄기 형상의 결착돌기(230);
상기 결착부(200) 일면에 형성된 노치홈(240);
상기 노치홈(240) 및 삽입대를 묶는 밴드(400);
삽입대에 고정되는 고정부(510);
상기 고정부(510)에서 원주방향으로 확장되며, 천공홀 내경과 접촉되는 접촉부(520);
상기 결착부(200) 양단부에 서로 반대방향으로 절곡되어 형성되며 상기 결착돌기(230)를 수용하는 절곡부;
상기 힌지대(120)는 상기 회동구(210)를 결합하며, 봉형상의 힌지핀(121);,
상기 힌지핀(121) 양단 또는 일단을 지지하는 지지대(122);
상기 지지대와 결착부는 각각 복수로 형성되며, 각각의 지지대 사이에는 복수의 결착부가 각각 결합되는 것을 포함하는 지반고정용 앵커.
- 삭제
- 삭제
- 삭제
- 삭제
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020180166561A KR102037167B1 (ko) | 2018-12-20 | 2018-12-20 | 지반고정용 앵커 |
Applications Claiming Priority (1)
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KR1020180166561A KR102037167B1 (ko) | 2018-12-20 | 2018-12-20 | 지반고정용 앵커 |
Publications (1)
Publication Number | Publication Date |
---|---|
KR102037167B1 true KR102037167B1 (ko) | 2019-10-29 |
Family
ID=68423753
Family Applications (1)
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KR1020180166561A Active KR102037167B1 (ko) | 2018-12-20 | 2018-12-20 | 지반고정용 앵커 |
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Country | Link |
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KR (1) | KR102037167B1 (ko) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20220160887A (ko) * | 2021-05-28 | 2022-12-06 | 오순옥 | 파형 천공 장치 및 이를 이용한 지반 보강 방법 |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR200349108Y1 (ko) | 2004-01-20 | 2004-04-30 | 곽윤형 | 사면보강공사용 네일앵커 |
KR100598024B1 (ko) * | 2005-07-08 | 2006-07-07 | 주식회사 홍익기술단 | 쐐기식 앵커 |
KR100859207B1 (ko) * | 2008-03-24 | 2008-09-18 | 김현래 | 선단확장지속형 네일링공법 및 이에 사용되는 사면보강재 |
KR100908566B1 (ko) | 2009-02-20 | 2009-07-21 | 윤정배 | 사면보강용 클러치셋 네일링 시스템 및 그 시공방법 |
KR20090120773A (ko) * | 2008-05-20 | 2009-11-25 | 윤성호 | 사면보강용 앵커 |
KR101047085B1 (ko) * | 2010-10-14 | 2011-07-06 | 신성종합건축사사무소(주) | 이형철근을 이용한 프리텐션 쏘일네일 구조, 및 이의 시공방법 |
KR101087891B1 (ko) | 2008-12-30 | 2011-11-30 | (주) 신풍컨설턴트 | 패커 팽창으로 원지반 공벽에 정착되는 접이식 웨지를 다수장착한 고강도 경량 강관 쏘일네일 |
KR101735816B1 (ko) | 2016-10-13 | 2017-05-15 | (주)서진보강기술공사 | 비탈면 보강용 소일네일 |
-
2018
- 2018-12-20 KR KR1020180166561A patent/KR102037167B1/ko active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR200349108Y1 (ko) | 2004-01-20 | 2004-04-30 | 곽윤형 | 사면보강공사용 네일앵커 |
KR100598024B1 (ko) * | 2005-07-08 | 2006-07-07 | 주식회사 홍익기술단 | 쐐기식 앵커 |
KR100859207B1 (ko) * | 2008-03-24 | 2008-09-18 | 김현래 | 선단확장지속형 네일링공법 및 이에 사용되는 사면보강재 |
KR20090120773A (ko) * | 2008-05-20 | 2009-11-25 | 윤성호 | 사면보강용 앵커 |
KR101087891B1 (ko) | 2008-12-30 | 2011-11-30 | (주) 신풍컨설턴트 | 패커 팽창으로 원지반 공벽에 정착되는 접이식 웨지를 다수장착한 고강도 경량 강관 쏘일네일 |
KR100908566B1 (ko) | 2009-02-20 | 2009-07-21 | 윤정배 | 사면보강용 클러치셋 네일링 시스템 및 그 시공방법 |
KR101047085B1 (ko) * | 2010-10-14 | 2011-07-06 | 신성종합건축사사무소(주) | 이형철근을 이용한 프리텐션 쏘일네일 구조, 및 이의 시공방법 |
KR101735816B1 (ko) | 2016-10-13 | 2017-05-15 | (주)서진보강기술공사 | 비탈면 보강용 소일네일 |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20220160887A (ko) * | 2021-05-28 | 2022-12-06 | 오순옥 | 파형 천공 장치 및 이를 이용한 지반 보강 방법 |
KR102563963B1 (ko) * | 2021-05-28 | 2023-08-07 | 오순옥 | 파형 천공 장치 및 이를 이용한 지반 보강 방법 |
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