WO2020222355A1 - Steel strand anchoring structure enabling safe dismantlement - Google Patents
Steel strand anchoring structure enabling safe dismantlement Download PDFInfo
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- WO2020222355A1 WO2020222355A1 PCT/KR2019/009013 KR2019009013W WO2020222355A1 WO 2020222355 A1 WO2020222355 A1 WO 2020222355A1 KR 2019009013 W KR2019009013 W KR 2019009013W WO 2020222355 A1 WO2020222355 A1 WO 2020222355A1
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- hollow
- coupled
- protective cap
- cap
- steel strand
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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
Definitions
- the present invention relates to a strand fixing structure capable of safe disassembly to prevent safety accidents caused by cutting of the strand when dismantling the post-tension concrete structure due to aging and remodeling.
- the present inventors have improved the anchoring structure of the stranded strand so that even if the strand is cut, there is no fear that the strand will protrude, and thus, the present inventor has come to develop a secure disassembly structure of the present invention capable of preventing personal accidents.
- the present invention is presented in order to solve all the conventional problems as described above. Its purpose is to provide a steel wire anchoring structure capable of safe disassembly to prevent safety accidents caused by cutting the wires when dismantling work is performed due to deterioration and remodeling of post-tension concrete structures.
- the present invention is to be installed at the end of the strand 100 of the concrete structure,
- a fixing unit body 200 having one end open and a locking projection 210 having a central hole 230 at the other end;
- a fixture 300 having a hollow 310 formed and inserted into one end of the fixture body 200 and installed on the locking protrusion 210;
- a sleeve 400 having a hollow 410 formed and having one end inserted into the hole 230 and coupled to the other end of the hollow 310;
- the shock absorbing material 600 absorbs the impact of tension release even if the stranded wire 100 is cut when dismantling the concrete structure.
- the present invention when dismantling a post-tension concrete structure due to aging and remodeling, etc., it provides a steel wire fixing structure capable of safe dismantling to prevent safety accidents caused by cutting of the wire.
- FIG. 1 is an exploded perspective view of a structure for fixing a stranded wire that can be safely disassembled according to the present invention.
- Figure 2 shows a protective cap in the present invention.
- Figure 3 shows a state in which the protective cap and the stranded wire are combined in the present invention.
- Figure 4 shows a buffer material in the present invention.
- 5 to 8 are sequentially showing the formation process of the stranded wire fixing structure capable of safe disassembly of the present invention.
- FIG. 1 is an exploded perspective view of a structure for fixing a stranded wire capable of safe disassembly of the present invention
- Figure 2 shows a protective cap in the present invention.
- Figure 3 shows a state in which the protective cap and the strand are combined in the present invention
- Figure 4 shows a buffer material in the present invention.
- a fixing unit body 200 having one end open and a locking projection 210 having a central hole 230 at the other end;
- a fixture 300 having a hollow 310 formed and inserted into one end of the fixture body 200 and installed on the locking protrusion 210;
- a sleeve 400 having a hollow 410 formed and having one end inserted into the hole 230 and coupled to the other end of the hollow 310;
- the cushioning material 600 absorbs the impact of releasing the tensile force.
- the protective cap 500 is strongly biting while surrounding the stranded wire 100 in order to prevent the stranded wire 100 from falling out due to release of the tensile force even if the stranded wire 100 is cut, and the buffer material 600 is the protective material. It absorbs the shock caused by the release of the tensile force applied to the cap 500 and functions to protect all members including the protective cap 500.
- the cushioning material 600 may be made of a material such as synthetic resin or latex having elasticity while absorbing impact.
- Figure 2 shows a protective cap in the present invention
- Figure 3 shows a state in which the protective cap and the strand are combined in the present invention.
- the protective cap 500 The protective cap 500,
- the two main bodies 510 are formed with a hinge (H) on the left side and are coupled to each other by a locking means 530 on the right side.
- the hinge (H) may be formed in the same structure as a hinge.
- the protective cap 500 is made of synthetic resin having structural rigidity
- the two main bodies are manufactured integrally,
- the hinge (H) is characterized in that it is folded in a ductile state
- the protective cap 500 in a state in which the two main bodies 510 are coupled is characterized in that the diameter of the outer peripheral surface increases from one end to the other end.
- a compression jaw 550 is formed on the inner circumferential surface of the protective cap 500.
- a male thread formed on an outer circumferential surface of one end of the sleeve 400 is coupled to a female thread formed in the hollow 310,
- a male thread formed on an outer circumferential surface of the cap 700 is coupled to a female thread formed on an inner circumferential surface of one end of the anchor body 200.
- 5 to 9 are sequentially showing a process of forming a fixing structure of a stranded wire that can be safely disassembled according to the present invention.
- FIG 5 shows a state in which the stranded wire 100 is installed in a combination of the fixing unit 200, the fixing unit 300, and the sleeve 400.
- FIG. 6 illustrates a state in which the protective cap 500 is fixed to the end of the stranded wire 100 in FIG. 5.
- FIG. 7 shows a state in which the cushioning material 600 is coupled to FIG. 6.
- FIG. 8 shows a state in which the cap 700 is coupled to FIG. 7.
- hinge 100 stranded wire
- main body 530 locking means
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Abstract
The present invention provides a steel strand anchoring structure enabling safe dismantlement, the steel strand anchoring structure being installed on the end portion of a steel strand (100) of a concrete structure and comprising: an anchor member main body (200) of which one end is opened and the other end has formed thereon a stopping protrusion (210) having a center hole (230); a fixer (300) which has a hollow (310) formed therein and is installed on the stopping protrusion (210) by being inserted in the one end of the anchor member main body (200); a sleeve (400) which has a hollow (410) formed therein and of which one end is inserted in the hole (230) so as to be coupled to the other end of the hollow (310); a protective cap (500) which fixes the end portion of a steel strand (100) which has passed through the hollow (410) and the hollow (310) in order; a buffering material (600) which is an elastic material for impact absorption and has formed on the other end thereof an insertion hole (610) in which the protective cap (500) is inserted; and a cap (700) which is coupled to the one end of the anchor member main body (200) in a state where the buffering material (600) is inserted in the anchor member main body (200), wherein, even when the steel strand (100) is cut during the dismantlement of a concrete structure, the buffering material (600) absorbs the impact from the release of tensile force.
Description
본 발명은 포스트텐션 콘크리트 구조물의 노후화 및 리모델링 등으로 해체 작업을 실시할 때, 강연선의 절단으로 발생하는 안전사고를 방지하기 위한 안전한 해체가 가능한 강연선 정착구조에 관한 것이다.The present invention relates to a strand fixing structure capable of safe disassembly to prevent safety accidents caused by cutting of the strand when dismantling the post-tension concrete structure due to aging and remodeling.
포스트텐션 콘크리트 구조물의 노후화 및 리모델링 등으로 해체 작업을 실시 할 때, 일반적인 철근콘크리트 구조물의 해체와 유사하게 강연선을 절단하는 방법을 사용한다. When dismantling the post-tension concrete structure due to aging or remodeling, a method of cutting the strands is used similar to the dismantling of general reinforced concrete structures.
강연선은 긴장력(인장력)이 도입된 상태이므로 이를 아무런 안전장비 없이 해체할 경우 단부에서 강연선이 튀어나와 자칫 인명사고로 이어질 수 있어 주의를 요한다. Since tension (tensile force) has been introduced into the stranded wire, caution is required because if it is dismantled without any safety equipment, the stranded wire may protrude from the end and lead to a personal accident.
대한민국 등록특허 제10-1223025호(2013년01월10일) ‘코어가 선행되어 시공되는 구조물에 강연선 정착유닛을 매립시키는 방법’및 대한민국 등록특허 제10-1187845호(2012년09월26일) ‘내하체와 강연선에 가인장력을 제공한 그라운드 앵커 구조'에서는 강연선 커팅에 따른 안전사고 방지를 위한 구조를 제시하고 있지 않는다.Republic of Korea Patent Registration No. 10-1223025 (January 10, 2013)'Method of burying a stranded wire fixing unit in a structure to be constructed with a core preceded' and Korean Patent Registration No. 10-1187845 (September 26, 2012) In the'Ground Anchor Structure that Provides Temporary Tension to the Undercarriage and Stranded Wire', a structure to prevent safety accidents caused by cutting the strands is not suggested.
따라서 본 발명자는 강연선 정착구조를 개선하여 강연선을 절단하더라도 강연선이 튀어나올 염려가 없어 원천적으로 인명사고를 예방할 수 있는 본 발명의 안전한 해체가 가능한 강연선 정착구조를 개발하기에 이르렀다.Therefore, the present inventors have improved the anchoring structure of the stranded strand so that even if the strand is cut, there is no fear that the strand will protrude, and thus, the present inventor has come to develop a secure disassembly structure of the present invention capable of preventing personal accidents.
본 발명은 상기한 바와 같은 종래의 제반 문제점을 해소하기 위해서 제시되는 것이다. 그 목적은 포스트텐션 콘크리트 구조물의 노후화 및 리모델링 등으로 해체 작업을 실시할 때, 강연선의 절단으로 발생하는 안전사고를 방지하기 위한 안전한 해체가 가능한 강연선 정착구조를 제공하고자 한다. The present invention is presented in order to solve all the conventional problems as described above. Its purpose is to provide a steel wire anchoring structure capable of safe disassembly to prevent safety accidents caused by cutting the wires when dismantling work is performed due to deterioration and remodeling of post-tension concrete structures.
상기한 기술적 과제를 해결하기 위해 본 발명은 콘크리트 구조물의 강연선(100) 단부에 설치되는 것으로,In order to solve the above technical problem, the present invention is to be installed at the end of the strand 100 of the concrete structure,
일단이 개방되고 타단에 중앙의 구멍(230)을 구비한 걸림턱(210)이 형성된 정착구본체(200);A fixing unit body 200 having one end open and a locking projection 210 having a central hole 230 at the other end;
중공(310)이 형성된 것으로 상기 정착구본체(200)의 일단으로 삽입되어 상기 걸림턱(210)에 설치되는 고정구(300);A fixture 300 having a hollow 310 formed and inserted into one end of the fixture body 200 and installed on the locking protrusion 210;
중공(410)이 형성되고 일단이 상기 구멍(230)으로 삽입되어 상기 중공(310)의 타단에 결합되는 슬리브(400);A sleeve 400 having a hollow 410 formed and having one end inserted into the hole 230 and coupled to the other end of the hollow 310;
상기 중공(410)과 상기 중공(310)을 차례로 관통한 상기 강연선(100)의 단부를 고정하는 보호캡(500);A protection cap 500 for fixing an end of the stranded wire 100 that sequentially passes through the hollow 410 and the hollow 310;
충격을 흡수하는 탄성재로써 타단에 상기 보호캡(500)이 삽입되는 삽입홀(610)이 형성된 완충재(600):A cushioning material 600 having an insertion hole 610 into which the protective cap 500 is inserted at the other end as an elastic material absorbing shock:
상기 완충재(600)가 상기 정착구본체(200)에 삽입된 상태에서 상기 정착구본체(200)의 일단에 결합하는 캡(700);A cap 700 coupled to one end of the anchor body 200 while the buffer member 600 is inserted into the anchor body 200;
을 포함하여 구성되되,It is composed including,
상기 콘크리트 구조물 해체시 상기 강연선(100)을 절단하더라도 인장력 해제의 충격을 상기 완충재(600)가 흡수하는 것을 특징으로 하는 안전한 해체가 가능한 강연선 정착구조를 제공한다.The shock absorbing material 600 absorbs the impact of tension release even if the stranded wire 100 is cut when dismantling the concrete structure.
본 발명에 따르면 포스트텐션 콘크리트 구조물의 노후화 및 리모델링 등으로 해체 작업을 실시할 때, 강연선의 절단으로 발생하는 안전사고를 방지하기 위한 안전한 해체가 가능한 강연선 정착구조를 제공한다. According to the present invention, when dismantling a post-tension concrete structure due to aging and remodeling, etc., it provides a steel wire fixing structure capable of safe dismantling to prevent safety accidents caused by cutting of the wire.
도 1은 본 발명의 안전한 해체가 가능한 강연선 정착구조의 분해사시도이다.1 is an exploded perspective view of a structure for fixing a stranded wire that can be safely disassembled according to the present invention.
도 2는 본 발명에서 보호캡을 도시한 것이다.Figure 2 shows a protective cap in the present invention.
도 3은 본 발명에서 보호캡과 강연선이 결합된 모습을 도시한 것이다.Figure 3 shows a state in which the protective cap and the stranded wire are combined in the present invention.
도 4는 본 발명에서 완충재를 도시한 것이다.Figure 4 shows a buffer material in the present invention.
도 5 내지 8은 본 발명의 안전한 해체가 가능한 강연선 정착구조의 형성과정을 순서대로 도시한 것이다.5 to 8 are sequentially showing the formation process of the stranded wire fixing structure capable of safe disassembly of the present invention.
이하 첨부한 도면과 함께 상기와 같은 본 발명의 개념이 바람직하게 구현된 실시예를 통하여 본 발명을 더욱 상세하게 설명한다. Hereinafter, the present invention will be described in more detail through embodiments in which the concept of the present invention as described above is preferably implemented together with the accompanying drawings.
도 1은 본 발명의 안전한 해체가 가능한 강연선 정착구조의 분해사시도이고,1 is an exploded perspective view of a structure for fixing a stranded wire capable of safe disassembly of the present invention,
도 2는 본 발명에서 보호캡을 도시한 것이다.Figure 2 shows a protective cap in the present invention.
도 3은 본 발명에서 보호캡과 강연선이 결합된 모습을 도시한 것이고,Figure 3 shows a state in which the protective cap and the strand are combined in the present invention,
도 4는 본 발명에서 완충재를 도시한 것이다.Figure 4 shows a buffer material in the present invention.
본 발명의 안전한 해체가 가능한 강연선 정착구조는,The secure dismantling structure of the stranded wire fixing structure of the present invention,
콘크리트 구조물의 강연선(100) 단부에 설치되는 것으로,It is installed at the end of the strand 100 of the concrete structure,
일단이 개방되고 타단에 중앙의 구멍(230)을 구비한 걸림턱(210)이 형성된 정착구본체(200);A fixing unit body 200 having one end open and a locking projection 210 having a central hole 230 at the other end;
중공(310)이 형성된 것으로 상기 정착구본체(200)의 일단으로 삽입되어 상기 걸림턱(210)에 설치되는 고정구(300);A fixture 300 having a hollow 310 formed and inserted into one end of the fixture body 200 and installed on the locking protrusion 210;
중공(410)이 형성되고 일단이 상기 구멍(230)으로 삽입되어 상기 중공(310)의 타단에 결합되는 슬리브(400);A sleeve 400 having a hollow 410 formed and having one end inserted into the hole 230 and coupled to the other end of the hollow 310;
상기 중공(410)과 상기 중공(310)을 차례로 관통한 상기 강연선(100)의 단부를 고정하는 보호캡(500);A protection cap 500 for fixing an end of the stranded wire 100 that sequentially passes through the hollow 410 and the hollow 310;
충격을 흡수하는 탄성재로써 타단에 상기 보호캡(500)이 삽입되는 삽입홀(610)이 형성된 완충재(600):A cushioning material 600 having an insertion hole 610 into which the protective cap 500 is inserted at the other end as an elastic material absorbing shock:
상기 완충재(600)가 상기 정착구본체(200)에 삽입된 상태에서 상기 정착구본체(200)의 일단에 결합하는 캡(700);A cap 700 coupled to one end of the anchor body 200 while the buffer member 600 is inserted into the anchor body 200;
을 포함하여 구성되되,It is composed including,
상기 콘크리트 구조물 해체시 상기 강연선(100)을 절단하더라도 인장력 해제의 충격을 상기 완충재(600)가 흡수하는 것을 특징으로 한다.When the concrete structure is dismantled, even if the stranded wire 100 is cut, the cushioning material 600 absorbs the impact of releasing the tensile force.
상기 보호캡(500)은 상기 강연선(100)을 절단하더라도 인장력 해제로 인한 상기 강연선(100)의 빠짐을 방지하기 위하여 상기 강연선(100)을 감싸면서 강하게 물고 있고, 상기 완충재(600)는 상기 보호캡(500)에 가해지는 인장력 해제로 인한 충격을 흡수하여 상기 보호캡(500)을 포함한 모든 부재를 보호하는 기능을 한다.The protective cap 500 is strongly biting while surrounding the stranded wire 100 in order to prevent the stranded wire 100 from falling out due to release of the tensile force even if the stranded wire 100 is cut, and the buffer material 600 is the protective material. It absorbs the shock caused by the release of the tensile force applied to the cap 500 and functions to protect all members including the protective cap 500.
상기 완충재(600)는 충격을 흡수하면서 탄성력을 가진 합성수지, 라텍스 등의 소재를 이용할 수 있다.The cushioning material 600 may be made of a material such as synthetic resin or latex having elasticity while absorbing impact.
도 2는 본 발명에서 보호캡을 도시한 것이고, 도 3은 본 발명에서 보호캡과 강연선이 결합된 모습을 도시한 것이다.Figure 2 shows a protective cap in the present invention, Figure 3 shows a state in which the protective cap and the strand are combined in the present invention.
도 2에 도시된 바와 같이,As shown in Figure 2,
상기 보호캡(500)은,The protective cap 500,
2개의 본체(510)가 좌측은 힌지(H)로 형성되고 우측의 잠금수단(530)으로 상호간에 결합하는 것을 특징으로 한다.The two main bodies 510 are formed with a hinge (H) on the left side and are coupled to each other by a locking means 530 on the right side.
상기 힌지(H)는 경첩과 같은 구조로 형성될 수도 있다.The hinge (H) may be formed in the same structure as a hinge.
또한 상기 보호캡(500)은 구조적 강성을 가진 합성수지로 제작되고, In addition, the protective cap 500 is made of synthetic resin having structural rigidity,
상기 2개의 본체는 일체로 제작되며,The two main bodies are manufactured integrally,
상기 힌지(H)는 연성을 가진 상태로 접히는 것을 특징으로The hinge (H) is characterized in that it is folded in a ductile state
그리고 2개의 본체(510)가 결합된 상태의 상기 보호캡(500)은 일단부터 타단까지 외주면의 직경이 증가하는 것을 특징으로 한다.In addition, the protective cap 500 in a state in which the two main bodies 510 are coupled is characterized in that the diameter of the outer peripheral surface increases from one end to the other end.
또한 2개의 본체(510)가 결합된 상태에서 상기 보호캡(500)의 내주면에는 압착턱(550)이 형성되는 것을 특징으로 한다.In addition, in a state in which the two main bodies 510 are coupled, a compression jaw 550 is formed on the inner circumferential surface of the protective cap 500.
상기 슬리브(400) 일단의 외주면에 형성된 수나산이 상기 중공(310)에 형성된 암나사산에 결합하는 것을 특징으로 하며,A male thread formed on an outer circumferential surface of one end of the sleeve 400 is coupled to a female thread formed in the hollow 310,
상기 정착구본체(200) 일단의 내주면에 형성된 암나사산에 상기 캡(700)의 외주면에 형성된 수나사산이 결합하는 것을 특징으로 한다.A male thread formed on an outer circumferential surface of the cap 700 is coupled to a female thread formed on an inner circumferential surface of one end of the anchor body 200.
도 5 내지 9는 본 발명의 안전한 해체가 가능한 강연선 정착구조의 형성과정을 순서대로 도시한 것이다.5 to 9 are sequentially showing a process of forming a fixing structure of a stranded wire that can be safely disassembled according to the present invention.
구체적으로 설명하면 다음과 같다.Specifically, it is as follows.
도 5는 상기 정착구본체(200), 상기 고정구(300) 및 상기 슬리브(400)의 결합체에 상기 강연선(100)이 설치된 상태를 도시한 것이다.5 shows a state in which the stranded wire 100 is installed in a combination of the fixing unit 200, the fixing unit 300, and the sleeve 400.
도 6은 도 5에 상기 보호캡(500)이 상기 강연선(100)의 단부를 고정한 상태를 도시한 것이다.6 illustrates a state in which the protective cap 500 is fixed to the end of the stranded wire 100 in FIG. 5.
도 7은 도 6에 상기 완충재(600)가 결합된 상태를 도시한 것이다.7 shows a state in which the cushioning material 600 is coupled to FIG. 6.
도 8은 도 7에 상기 캡(700)이 결합되 상태를 도시한 것이다.8 shows a state in which the cap 700 is coupled to FIG. 7.
본 발명은 상기에서 언급한 바와 같이 바람직한 실시예와 관련하여 설명되었으나, 본 발명의 요지를 벗어남이 없는 범위 내에서 다양한 수정 및 변형이 가능하며, 다양한 분야에서 사용 가능하다. The present invention has been described in connection with a preferred embodiment as mentioned above, but various modifications and variations can be made without departing from the gist of the present invention, and can be used in various fields.
따라서 본 발명의 청구범위는 이건 발명의 진정한 범위 내에 속하는 수정 및 변형을 포함한다.Accordingly, the claims of the present invention include modifications and variations that fall within the true scope of the invention.
<부호의 설명><Explanation of code>
H: 힌지 100: 강연선H: hinge 100: stranded wire
200: 정착구본체 210: 걸림턱200: anchorage body 210: locking jaw
230: 구멍 300: 고정구230: hole 300: fixture
310: 중공 400: 슬리브310: hollow 400: sleeve
410: 중공 500: 보호캡410: hollow 500: protective cap
510: 본체 530: 잠금수단510: main body 530: locking means
550: 압착턱 600: 완충재550: compression jaw 600: cushioning material
610: 삽입홀 700: 캡610: insertion hole 700: cap
Claims (7)
- 콘크리트 구조물의 강연선(100) 단부에 설치되는 것으로,It is installed at the end of the strand 100 of the concrete structure,일단이 개방되고 타단에 중앙의 구멍(230)을 구비한 걸림턱(210)이 형성된 정착구본체(200);A fixing unit body 200 having one end open and a locking projection 210 having a central hole 230 at the other end;중공(310)이 형성된 것으로 상기 정착구본체(200)의 일단으로 삽입되어 상기 걸림턱(210)에 설치되는 고정구(300);A fixture 300 having a hollow 310 formed and inserted into one end of the fixture body 200 and installed on the locking protrusion 210;중공(410)이 형성되고 일단이 상기 구멍(230)으로 삽입되어 상기 중공(310)의 타단에 결합되는 슬리브(400);A sleeve 400 having a hollow 410 formed and having one end inserted into the hole 230 and coupled to the other end of the hollow 310;상기 중공(410)과 상기 중공(310)을 차례로 관통한 상기 강연선(100)의 단부를 고정하는 보호캡(500);A protection cap 500 for fixing an end of the stranded wire 100 that sequentially passes through the hollow 410 and the hollow 310;충격을 흡수하는 탄성재로써 타단에 상기 보호캡(500)이 삽입되는 삽입홀(610)이 형성된 완충재(600):A cushioning material 600 having an insertion hole 610 into which the protective cap 500 is inserted at the other end as an elastic material absorbing shock:상기 완충재(600)가 상기 정착구본체(200)에 삽입된 상태에서 상기 정착구본체(200)의 일단에 결합하는 캡(700);A cap 700 coupled to one end of the anchor body 200 while the buffer member 600 is inserted into the anchor body 200;을 포함하여 구성되되,It is composed including,상기 콘크리트 구조물 해체시 상기 강연선(100)을 절단하더라도 인장력 해제의 충격을 상기 완충재(600)가 흡수하는 것을 특징으로 하는 안전한 해체가 가능한 강연선 정착구조.When the concrete structure is dismantled, even if the stranded wire 100 is cut, the shock absorbing material 600 absorbs the impact of tension release.
- 제1항에서,In claim 1,상기 보호캡(500)은,The protective cap 500,2개의 본체(510)가 좌측은 힌지(H)로 형성되고 우측의 잠금수단(530)으로 상호간에 결합하는 것을 특징으로 하는 안전한 해체가 가능한 강연선 정착구조.The two main bodies 510 are formed with a hinge (H) on the left side, and are coupled to each other by a locking means 530 on the right side.
- 제2항에서,In paragraph 2,2개의 본체(510)가 결합된 상태의 상기 보호캡(500)은 일단부터 타단까지 외주면의 직경이 증가하는 것을 특징으로 하는 안전한 해체가 가능한 강연선 정착구조.The protective cap 500 in a state in which the two main bodies 510 are coupled has an increased diameter of an outer circumferential surface from one end to the other end.
- 제3항에서,In paragraph 3,2개의 본체(510)가 결합된 상태에서 상기 보호캡(500)의 내주면에는 압착턱(550)이 형성되는 것을 특징으로 하는 안전한 해체가 가능한 강연선 정착구조.In a state in which the two main bodies 510 are combined, a crimping jaw 550 is formed on the inner circumferential surface of the protective cap 500.
- 제1항에서,In claim 1,상기 슬리브(400) 일단의 외주면에 형성된 수나산이 상기 중공(310)에 형성된 암나사산에 결합하는 것을 특징으로 하는 안전한 해체가 가능한 강연선 정착구조.A wire fixing structure capable of safe disassembly, characterized in that a male thread formed on an outer peripheral surface of one end of the sleeve 400 is coupled to a female thread formed in the hollow 310.
- 제1항에서,In claim 1,상기 정착구본체(200) 일단의 내주면에 형성된 암나사산에 상기 캡(700)의 외주면에 형성된 수나사산이 결합하는 것을 특징으로 하는 안전한 해체가 가능한 강연선 정착구조.A secure disassembly wire fixing structure, characterized in that a male thread formed on an outer circumferential surface of the cap 700 is coupled to a female thread formed on an inner circumferential surface of one end of the fixing unit 200.
- 제2항에서,In paragraph 2,상기 보호캡(500)은 구조적 강성을 가진 합성수지로 제작되고, The protective cap 500 is made of synthetic resin having structural rigidity,상기 2개의 본체는 일체로 제작되며,The two main bodies are manufactured integrally,상기 힌지(H)는 연성을 가진 상태로 접히는 것을 특징으로 하는 안전한 해체가 가능한 강연선 정착구조.The hinge (H) can be safely disassembled anchorage structure, characterized in that folded in a ductile state.
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KR10-2019-0051022 | 2019-04-30 | ||
KR1020190051022A KR102288507B1 (en) | 2019-04-30 | 2019-04-30 | strand joint structure for safe disassembly |
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KR102554653B1 (en) * | 2023-03-21 | 2023-07-12 | 휘성개발 주식회사 | Large-scale construction-type vegetation block structure with displacement suppression function |
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JPH1181555A (en) * | 1997-09-08 | 1999-03-26 | Artes:Kk | Anchorage metal fitting for fixed side end section of tendon |
KR100586078B1 (en) * | 2005-03-18 | 2006-06-08 | 하영이 | Internal fixture of tension wire removal type ground anchorage |
KR200428250Y1 (en) * | 2006-07-06 | 2006-10-12 | 김종한 | A ground anchor of removal wire |
KR100881901B1 (en) * | 2008-05-21 | 2009-02-04 | 김태정 | Steel wire removal type ground anchor |
KR100976990B1 (en) * | 2009-11-24 | 2010-08-19 | 다울 주식회사 | Tendon anchoring apparatus and precast concrete box culvert having tendon anchoring apparatus and precast concrete box culvert method thereof |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
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KR101223025B1 (en) | 2011-05-05 | 2013-01-17 | 원우지티아이(주) | Construction method which fixed end are embeded for Unbonded single strand in early constructed core wall |
KR101187845B1 (en) | 2011-12-09 | 2012-10-04 | 김상운 | Ground anchor structure provided pretension at the settled part and inner inserted staying tool |
-
2019
- 2019-04-30 KR KR1020190051022A patent/KR102288507B1/en active IP Right Grant
- 2019-07-22 WO PCT/KR2019/009013 patent/WO2020222355A1/en active Application Filing
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH1181555A (en) * | 1997-09-08 | 1999-03-26 | Artes:Kk | Anchorage metal fitting for fixed side end section of tendon |
KR100586078B1 (en) * | 2005-03-18 | 2006-06-08 | 하영이 | Internal fixture of tension wire removal type ground anchorage |
KR200428250Y1 (en) * | 2006-07-06 | 2006-10-12 | 김종한 | A ground anchor of removal wire |
KR100881901B1 (en) * | 2008-05-21 | 2009-02-04 | 김태정 | Steel wire removal type ground anchor |
KR100976990B1 (en) * | 2009-11-24 | 2010-08-19 | 다울 주식회사 | Tendon anchoring apparatus and precast concrete box culvert having tendon anchoring apparatus and precast concrete box culvert method thereof |
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KR102288507B1 (en) | 2021-08-11 |
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