KR20010016264A - Removable anchor systems - Google Patents
Removable anchor systems Download PDFInfo
- Publication number
- KR20010016264A KR20010016264A KR1020000071411A KR20000071411A KR20010016264A KR 20010016264 A KR20010016264 A KR 20010016264A KR 1020000071411 A KR1020000071411 A KR 1020000071411A KR 20000071411 A KR20000071411 A KR 20000071411A KR 20010016264 A KR20010016264 A KR 20010016264A
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- KR
- South Korea
- Prior art keywords
- anchor
- removable
- anchoring
- tension
- protective cap
- Prior art date
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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
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
- E02D5/765—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor removable
-
- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
본 발명은 토목 건축용 특히 지반공학에서 이용되는 앵커공법으로 앵커의 하단부에 앵커의 인장용 강선을 제거할 수 있도록 제거형 정착장치를 설치하여 앵커의 기능이 다하였을 때 지중에 매설되어 있는 인장용 강선을 쉽게 제거할 수 있도록 하기 위한 것이다.The present invention is an anchor construction method used in civil engineering, in particular geotechnical engineering to install a removable anchoring device to remove the tensioning wire of the anchor at the lower end of the anchor tension steel wire buried in the ground when the function of the anchor This is to make it easy to remove them.
일반적으로 기존의 앵커공법 대부분은 인장용 강선을 제거할 수 없는 매립형 앵커가 주종을 이루고 있으며 앵커의 기능이 다한 후에도 인장용 강선을 지중에 그대로 방치하게 되는 단점이 있어 지하 토지 점용에 따른 비용 및 민원이 발생되며 또한 지반 환경을 오염시키게 된다, 최근 인장재를 U형으로 설치하여 제거하는 앵커(도1)가 개발되어 적용되고 있으나 인장용 강선의 만곡부로 인해 효율성이 떨어지고 또한 인장재가 항상 짝수로 설치되기 때문에 비효율적이며 인장재 제거를 위해서도 인장재의 만곡부 영향으로 매우 큰 힘이 필요하고 제거율도 미흡한 실정이다.In general, most of the existing anchor construction method is mainly buried anchor that can not remove the tension wire, and even after the anchor function is completed, the tension wire is left in the ground as it is, the cost and civil complaints It is also generated and contaminates the ground environment. Recently, the anchor (Fig. 1) for installing and removing the tension member in the U-shape has been developed and applied, but due to the bent portion of the tensile steel wire, the efficiency is reduced and the tension member is always installed evenly. Because of this inefficient and the removal of the tension member, very large force is required due to the bent portion of the tension member and the removal rate is insufficient.
또한 최근 개발된 SSC 제거형 앵커공법(도2)의 경우 장치가 복잡하여 가공에 따른 비용이 많이 발생되며 wedge의 접촉 면적이 작아 (도2의 11) 재하중이 커질 경우 wedge에 국부적인 압축이 가해지므로 파괴 우려가 높아지게 된다. 앵커공법에서 wedge가 임의로 파괴될 경우 앵커의 기능을 상실하여 안전사고 우려가 매우 크다.In addition, in the case of the recently developed SSC removal anchoring method (FIG. 2), the device is complicated and the cost of machining is high, and the contact area of the wedge is small (11 in FIG. 2). As it is added, the risk of destruction increases. If wedge is destroyed arbitrarily in anchoring method, there is a great risk of safety accident due to loss of anchor function.
본 발명은 이러한 단점을 보완하여 비교적 간단한 장치에 의해 쉽게 앵커의 인장재를 제거할 수 있도록 하여 경제적이고 안정성이 뛰어난 장점이 있다.The present invention has the advantage of excellent economic and stability by making it easy to remove the tension member of the anchor by a relatively simple device to compensate for this disadvantage.
본 발명은 상기와 같은 앵커공법의 문제점을 해소하기 위해 사용 후 지중에 잔류하는 앵커의 인장용 강선을 쉽게 제거 할 수 있도록 하는 장치로 지중에 매설된 인장용 강선을 제거하여 그간 적용되었던 앵커 공법에 비해 지하 토지 점용에 따른 비용 절감 및 민원발생을 억제하며 특히 지중의 인장용 강선을 제거함으로서 지반 환경오염을 방지할 수 있는 장점이 있다.The present invention is a device that can easily remove the tension wire of the anchor remaining in the ground after use to solve the problems of the anchor method as described above to the anchor method that has been applied by removing the tension steel buried in the ground In comparison, the cost reduction and civil complaints are prevented due to the occupancy of the underground land, and in particular, by removing the tension wire in the ground, there is an advantage of preventing ground environmental pollution.
이러한 목적을 달성하기 위한 본 발명은 앵커의 하부에 소요 앵커력을 발휘하기 위한 내하체, 인장용 강선을 제거하기 위한 제거형 정착구, 인장력을 전달하는 Unbonded strand, 제거형 정착구를 해체하기 위한 제거용 강선, 제거형 정착구를 고정하기 위한 프라스틱 고정 너트와 고정 프레이트, 제거형 정착장치를 보호하기 위한 보호 cap으로 구성되는 제거형 정착 장치를 설치하여 앵커의 기능이 다한 후 제거용 와이어를 상향으로 인장하여 프라스틱 고정 너트를 해체함으로서 조각으로 구성되는 제거형 정착구가 분해되고 인장용 강선을 고정하고 있는 Wedge가 해체 되도록 하여 인장용 강선을 제거 할 수 있도록 하는 것이다.The present invention for achieving this object is a load-bearing body for exerting the required anchor force in the lower part of the anchor, a removable anchorage for removing the tensile steel wire, an unbonded strand for transmitting the tension force, for removal for dismantling the removable anchorage The removal fixing device composed of the plastic fixing nut for fixing the steel wire, the removable fixing device, the fixing plate, and the protective cap for protecting the removable fixing device is installed. By dismantling the plastic fixing nut, the removable anchorage consisting of pieces is disassembled and the wedge holding the tensioning wire is dismantled so that the tensioning wire can be removed.
도 1은 기존의 U형 앵커 조립도1 is a conventional U-shaped anchor assembly
도 2는 기존의 SSC 제거형 앵커 조립도Figure 2 is a conventional SSC removable anchor assembly view
도 3은 기존의 SSC 제거형 앵커 해체 개념도3 is a conceptual diagram of conventional SSC removal anchor dismantling
도 4는 제거형 정착장치 와 내하체의 조립도Figure 4 is an assembly view of the removable fixing device and the inner body
도 5는 제거형 정착 장치의 인장용 강선 제거 순서도Figure 5 is a flow chart for removing the tensile steel wire of the removable fixing device
〈도면의 주요부분에 대한 부호의 설명〉<Explanation of symbols for main parts of drawing>
1 : 간격재 2 : 그라우트 호스1: spacer 2: grout hose
3 : UNBONDED STRAND 4 : 제거용 강선3: UNBONDED STRAND 4: Removal steel wire
5 : 고정용 프라스틱 너트 6 : 내하체5: fixing plastic nut 6: inner body
7 : 제거형 정착구 8 : Wedge7: removable fixing unit 8: Wedge
9 : 정착구 고정 플레이트 10 : 보호캡9: Fixture Fixing Plate 10: Protective Cap
11 : 열수축 테이프 12 : 와셔11: heat shrink tape 12: washer
이하 첨부된 도면에 의해 상세히 설명하면 다음과 같다.Hereinafter, described in detail by the accompanying drawings as follows.
도4는 제거형 정착구와 내하체의 조립도로서 앵커의 하부에 앵커력을 발휘하기 위한 내하체(6), 인장용 강선을 제거하기 위한 제거형 정착구(7), 앵커력을 전달하기 위한 Unbonded strand(3), 제거형 정착 장치를 내하체에 고정시키기 위한 프라스틱 고정 너트(5) 와 고정 플레이트(9), 와셔(12), 프라스틱 고정너트를 해체하기 위한 제거용 강선(4), 이들 장치를 보호하기 위한 보호 Cap(10)으로 구성되며 앵커의 하부에 제거형 도5 A 와 같이 정착 장치를 설치하여 앵커의 기능이 다한 후 도5 B 에서와 같이 제거용 강선(2)을 인발하여 프라스틱 고정 너트(5)를 해체하고 도5 C 에서와 같이 인장력을 보유하고있는 Unbonded strand(3)를 절단하게 되면 인장력을 보유하고있던 Unbonded strand가 절단되면서 제거형 정착 장치(5)에 충격이 가해지게되며 또한 조각으로 구성되어있는 제거형 정착장치의 중량과 strand의 중량에 의하여 보호갭(10) 내부로 떨어지게 된다.4 is an assembly view of the removable anchorage and the load bearing body, the load bearing body 6 for exerting the anchor force at the lower part of the anchor, the removable anchorage 7 for removing the tension steel wire, and the unbonded for transmitting the anchor force. strands (3), plastic fixing nuts (5) for fixing the removable fixing device to the inner body, fixing plates (9), washers (12), removal steel wire (4) for dismantling the plastic fixing nuts, these devices Consists of a protective cap (10) for protecting the plastics by installing a fixing device in the lower part of the anchor as shown in Figure 5 A, and after completing the function of the anchor and drawing the removal steel wire (2) as shown in Figure 5 B Dismantling the fixing nut (5) and cutting the unbonded strand (3) that holds the tension as shown in Figure 5 C will cut the unbonded strand that holds the tension force to impact the removable fixing device (5) Will also consist of pieces By weight of the weight of the strand-type fixing device is dropped into the protective gap 10.
이때 4∼6조각으로 설치되어있는 제거형 정착구는 보호캡 내에서 분리되고 이로 인하여 인장용 강선을 고정하고 있던 Wedge(8)가 해체 되도록 하여 도5 D와 같이 인장용 강선을 쉽게 제거 할 수 있도록 하는 것이다.At this time, the removable anchorages installed in 4 to 6 pieces are separated in the protective cap, thereby dismantling the Wedge (8) which was fixing the tensioning wire so that the tensioning wire can be easily removed as shown in FIG. 5D. It is.
이러한 원리는 앵커가 대부분 지중에 설치되므로 그 설치 방향이 하향이라는 점에 착안한 것이며 기존의 제거형 앵커에 비해 장치가 간단하고 비용이 저렴하다는 장점이 있다.This principle focuses on the fact that the installation direction is downward since most anchors are installed in the ground, and the device is simple and inexpensive as compared with the conventional removable anchor.
이상에서 상술한 바와 같이 본 발명은 앵커공법에서의 인장용 강선이 지중에 매립되어 방치되는 단점을 보완하여 지중에 설치되는 인장용 강선을 완벽하게 제거 할 수 있도록 하여 그간 일반적으로 적용되었던 앵커공법에 비해 지하 토지점용에 따른 비용 절감효과 및 민원발생을 억제하며 특히 지중의 장애물을 제거함으로서 지반 환경오염을 방지할 수 있으며 일부 개발된 제거형 앵커 공법에 비해 장치가 간단하고 비용이 저렴하다는 장점이 있다.As described above, the present invention compensates for the disadvantage that the tensile steel wire in the anchoring method is buried in the ground to completely remove the tensile steel wire installed in the ground so that the anchoring method has been generally applied. In comparison, it can reduce the cost and civil complaints caused by underground land use, and in particular, it can prevent ground pollution by removing obstacles in the ground, and it has the advantage that the device is simple and inexpensive compared to some developed anchoring methods. .
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR10-2000-0071411A KR100413550B1 (en) | 2000-11-28 | 2000-11-28 | Removable anchor fixing equipment |
Applications Claiming Priority (1)
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KR10-2000-0071411A KR100413550B1 (en) | 2000-11-28 | 2000-11-28 | Removable anchor fixing equipment |
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KR20010016264A true KR20010016264A (en) | 2001-03-05 |
KR100413550B1 KR100413550B1 (en) | 2003-12-31 |
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KR10-2000-0071411A KR100413550B1 (en) | 2000-11-28 | 2000-11-28 | Removable anchor fixing equipment |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100377633B1 (en) * | 2001-02-22 | 2003-03-29 | 신종덕 | method and apparatus for removing a steel wire cable from an anchor for preventing side wall collapse |
KR101603507B1 (en) * | 2015-05-08 | 2016-03-15 | (주)지오알앤디 | Compression type anchor with central tube |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102535460A (en) * | 2012-03-12 | 2012-07-04 | 陶德明 | Method for constructing pressure dispersive type anchor rod |
KR101683451B1 (en) * | 2015-05-08 | 2016-12-07 | (주)지오알앤디 | An anchor body |
KR102597318B1 (en) | 2022-06-13 | 2023-11-02 | 은장훈 | Weathership of the door |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
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DE1255947B (en) * | 1964-03-21 | 1967-12-07 | Zeiss Carl Fa | Lighting arrangement for microscopes |
JPS61169952A (en) * | 1985-01-23 | 1986-07-31 | Fujitsu Ltd | Automatic checking method of one-bit error correcting function of memory |
JPH0460014A (en) * | 1990-06-28 | 1992-02-26 | Kowa Sangyo Kk | Ground anchor method |
JP3094949B2 (en) * | 1997-05-27 | 2000-10-03 | 鹿島建設株式会社 | Compression permanent anchor |
JPH1121887A (en) * | 1997-07-02 | 1999-01-26 | Geo Front:Kk | Ground anchor |
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 |
KR100284670B1 (en) * | 1998-07-28 | 2001-03-15 | 이창훈 | Temporary ground anchor body and tension material dismantling method |
-
2000
- 2000-11-28 KR KR10-2000-0071411A patent/KR100413550B1/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100377633B1 (en) * | 2001-02-22 | 2003-03-29 | 신종덕 | method and apparatus for removing a steel wire cable from an anchor for preventing side wall collapse |
KR101603507B1 (en) * | 2015-05-08 | 2016-03-15 | (주)지오알앤디 | Compression type anchor with central tube |
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KR100413550B1 (en) | 2003-12-31 |
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