KR20070005112A - A wire rope fixing device for falling rock prevention - Google Patents

A wire rope fixing device for falling rock prevention Download PDF

Info

Publication number
KR20070005112A
KR20070005112A KR1020050060242A KR20050060242A KR20070005112A KR 20070005112 A KR20070005112 A KR 20070005112A KR 1020050060242 A KR1020050060242 A KR 1020050060242A KR 20050060242 A KR20050060242 A KR 20050060242A KR 20070005112 A KR20070005112 A KR 20070005112A
Authority
KR
South Korea
Prior art keywords
binding
wire rope
fixing bracket
fixture
recess
Prior art date
Application number
KR1020050060242A
Other languages
Korean (ko)
Other versions
KR100717664B1 (en
Inventor
심석래
Original Assignee
심석래
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 심석래 filed Critical 심석래
Priority to KR1020050060242A priority Critical patent/KR100717664B1/en
Publication of KR20070005112A publication Critical patent/KR20070005112A/en
Application granted granted Critical
Publication of KR100717664B1 publication Critical patent/KR100717664B1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

A wire rope fixing device for preventing falling stone is provided to install a wire rope closely to the surface of a rock wall or a rock bed, to support a rock wall or a rock bed strongly and to increase the binding strength of a wire rope by keeping a wire rope located on an upper fixture and a lower fixture at the tensed state with improved tensile force and to install a wire rope selectively according to installation site and location by forming a binding projection and a binding groove on facing sides of an upper fixture and a lower fixture in the straight or crosswise shape. A wire rope fixing device(1) for prevention against falling stone comprises an upper fixture(3) and a lower fixture(2), hereon fixing holes(21,11) are formed on the corners of the upper fixture and the lower fixture to couple with bolts and nuts, a binding projection(22) and a binding groove(12) are formed on the top and bottom of the upper fixture and the lower fixture to be corresponded to each other in the straight or crosswise shape, an outward incline(24) and an inward incline(25) are formed on both sides of a projected plane(23) of the binding projection, an outward incline(14) and an outward incline(15) are formed on both sides of a retreated plane(13) of the binding groove, and semicircular wire rope loading grooves(26,16) are formed on each central line of the binding projection and the binding groove to fix a wire rope strongly.

Description

낙석방지용 와이어로프 고정구{A Wire Rope Fixing Device for Falling Rock Prevention}A Wire Rope Fixing Device for Falling Rock Prevention}

도 1은 본 발명에 따른 낙석방지용 와이어로프 고정구를 보인 분리 사시도.Figure 1 is an exploded perspective view showing a wire rope fixture for preventing rockfall according to the present invention.

도 2a 내지 도 2c는 도 1에 예시된 본 발명에 따른 낙석방지용 와이어로프 고정구의 결합상태를 보인 정면 및 측단면도. Figures 2a to 2c is a front and side cross-sectional view showing a coupling state of the rockfall prevention wire rope fixture according to the invention illustrated in FIG.

도 3a 및 도 3b는 본 발명에 따른 낙석방지용 와이어로프 고정구의 각기 다른 실시 예를 보인 분리 사시도.Figure 3a and Figure 3b is an exploded perspective view showing different embodiments of the wire rope fixture for preventing rockfall according to the present invention.

도 4a 내지 도 4c는 도 3a 및 도 3b에 예시된 본 발명에 따른 낙석방지용 와이어로프 고정구의 결합상태를 보인 정면 및 측단면도. Figures 4a to 4c is a front and side cross-sectional view showing a coupling state of the rockfall prevention wire rope fixture according to the invention illustrated in Figures 3a and 3b.

* 도면의 주요부분에 대한 부호의 설명 *Explanation of symbols on the main parts of the drawings

1. 1-1. 1-2: 낙석방지용 와이어로프고정구 2: 하측고정금구1.1-1. 1-2: Falling wire rope fixing fixture 2: Lower fixing bracket

3: 상측고정금구 5: 체결홈 6: 체결돌편3: upper fixing bracket 5: fastening groove 6: fastening protrusion

10: 장전금구 11: 체결너트공 12: 결속요부10: loading bracket 11: fastener nut 12: fastening

13: 요부평면 14.25: 내향경사면 15.24: 외향경사면13: Lumbar plane 14.25: Inward slope 15.24: Outward slope

16.26: 와이어로프반원장전홈 20: 커버플레이트 21: 체결공16.26: wire rope semi-loading groove 20: cover plate 21: fastening hole

22: 결속돌부 23: 돌부평면22: binding protrusion 23: stone plane

본 발명은 낙석을 방지하기 위하여 주로 도로변(일반도로 및 철길)의 암벽이나 암반의 표면에 철망타입으로 설치되는 와이어로프를 고정시켜 주는 낙석방지용 와이어로프고정구에 관한 것이다.The present invention relates to a wire rope fixing device for preventing rockfall to fix the wire rope installed in the wire mesh type mainly on the surface of the rock wall or rock of the roadside (general road and railroad) to prevent rockfall.

이를 좀 더 상세히 설명하면, 상측고정금구와 하측고정금구의 대향면에는 결속돌부와 결속요부을 대응되게 형성하고, 결속돌부와 결속요부에는 대응되는 요철부를 반복적으로 형성하며, 반복적으로 형성된 요철부의 중심선상에는 와이어로프반원장전홈을 각각 대향되게 형성하여서 된 것으로, 대향되는 결속돌부와 결속요부를 와이어로프의 양측에서 결합시켜 와이어로프가 대향되는 와이어로프반원장전홈에 장전되도록 하고, 결속돌부와 결속요부가 결합되는 상측고정금구와 하측고정금구를 통상의 볼트에 의해 결합시켜 주도록 된 낙석방지용 와이어로프고정구를 제공하려는 것이다.In more detail, on the opposing surfaces of the upper fixing bracket and the lower fixing bracket, a binding protrusion and a binding recess are formed to correspond to each other, and the binding protrusion and the binding recess are repeatedly formed with corresponding recesses and protrusions. The wire rope semi-loading grooves are formed to face each other, and the opposite binding protrusions and binding recesses are coupled on both sides of the wire rope so that the wire ropes are loaded in the opposite wire rope semi-loading recesses, and the binding protrusions and binding recesses are An object of the present invention is to provide a rock-resistant wire rope fixing device to combine the upper fixing bracket and the lower fixing bracket to be coupled by a conventional bolt.

통상적으로 도로변(암벽 또는 암반)의 낙석을 방지하기 위하여 설치되는 방법으로서는, PVC가 코팅된 철조망을 암벽(또는 암반)의 표면에 설치하고 그 상면에 와이어로프를 등 간격으로 유지시키면서 교차되게 설치하거나, 또는 암벽(또는 암반)의 표면에 와이어로프를 등 간격으로 유지시키면서 교차되게 설치하는 방법과, 암벽 또는 암반의 하단에 철책을 설치하는 방법이 알려져 있다.In general, a method of installing to prevent rockfall on a roadside (rock wall or rock) is to install a PVC-coated barbed wire on the surface of the rock wall (or rock) and install the wire ropes on the upper surface thereof while maintaining the same distance between them. Or a method of installing wire ropes on the surface of a rock wall (or rock) at equal intervals, and a method of installing an iron fence at the bottom of the rock wall or rock.

특히, 암벽(또는 암반)의 표면에 등 간격을 설치되는 와이어로프를 지지 억 류시켜 주는 종래의 장치는, 상판결속구와 하판결속구의 대향면에 반원형의 반요홈을 각각 교차되게 형성하고, 상판결속구와 하판결속구의 모서리를 통상의 볼트와 너트에 의해 결합/분리시킬 수 있도록 된 것으로, 상판결속구와 하판결속구의 반원형의 요홈에 상하로 교차되는 와이어로프를 각각 결합하여 볼트와 너트에 의해 일체형으로 결합(고정)시켜서 된 것이다.In particular, the conventional apparatus for supporting and retaining wire ropes spaced at equal intervals on the surface of a rock wall (or rock) has a semicircular semi-concave groove formed on the opposing surface of the upper and lower plate binding spheres, respectively. The edges of the sphere and the lower plate binding sphere can be combined / separated by the usual bolts and nuts.The upper and lower plate binding spheres are connected to the semi-circular grooves of the upper and lower wire ropes, respectively. It was made by (fixed).

그러나, 이는 상판결속구와 하판결속구의 대향면에 형성된 반원형의 요홈에 결합되는 와이어로프는 단면상으로 보아 반(1/2)만 반요홈에 삽입되고 나머지는 노출되는데, 노출되는 와이어로프의 외면이 서로 접촉되므로, 와이어로프를 강력하게 억류시킬 수 없을 뿐만 아니라, 상판결속구와 하판결속구를 견실하게 장착시킬 수 없는 문제가 있고, 교차되는 와이어로프에 의해 상판결속구와 하판결속구의 사이에는 공간이 발생하게 되므로 이들 사이로 돌이 유입된 상태에서 지층에 충격이 가해지게 되면 와이어로프가 반요홈에서 이탈되어 결속력을 상실하게 되는 문제가 있다.However, this means that the wire rope coupled to the semi-circular groove formed on the opposite surface of the upper and lower binding spheres is inserted into the half groove and only the half of the wire rope is exposed and the rest of the exposed wire ropes are exposed. Since it is in contact with the wire rope, the wire rope cannot be detained strongly, and the top and bottom binding spheres cannot be securely mounted, and the space between the top and bottom binding spheres is caused by the intersecting wire ropes. Therefore, when the impact is applied to the stratum while the stones are introduced between them, there is a problem that the wire rope is separated from the recess groove and loses the binding force.

이와 같은 문제를 해소할 수 있도록 하기 위하여 제안된 것으로는, 국내 실용신안등록 제255620호와 실용신안등록 제287784호 및 특허 등록 제415170호가 알려져 있다.Proposed to solve such a problem, domestic utility model registration No. 255620, utility model registration No. 287784 and Patent Registration No. 415170 are known.

실용신안등록 제255620호 (낙석방지용 금속망의 결속구)는, 중판결속구의 양면에 반원홈을 교차되게 각각 형성하고, 중판결속구의 양측에 상/하판결속구를 구비하되, 상/하판결속구의 각 내측 면에는 중판결속구의 양면에 형성된 반원홈과 동일하게 반원홈을 각각 형성하며, 중판결속구의 양면과 상/하판결속구에 교차되게 형성된 각 반원홈에 와이어로프를 교차되게 결합하여 통상의 볼트/너트에 의해 결합시키도록 된 것이다.Utility Model Registration No. 255,620 (Balls for Falling-out Metal Mesh) has semicircular grooves formed on both sides of the middle plate binding spheres, and upper and lower plate binding spheres are provided on both sides of the middle plate binding sphere. Each inner side forms semi-circular grooves in the same way as semi-circular grooves formed on both sides of the middle plate binding sphere, and a wire bolt is intersected to connect the semi-circular grooves formed to intersect both sides of the middle plate binding sphere and the upper and lower plate binding spheres. It is to be joined by a nut.

실용신안등록 제287784호(낙석방지용 와이어의 고정장치)는, 평판의 중앙(수직측판의 중간)에 반원돌부가 형성되고 수직측판의 중앙에 반원홈이 형성된 한 쌍의 상부커버와 하부커버를 교차되게 결합시켜 상기 동일선상의 반대측 반원돌부와 반원홈을 서로 교차상태로 유지시키고, 상부커버와 하부커버를 통상의 볼트와 너트에 의해 체결시키도록 된 것으로, 대향되어 반원돌부와 반원홈에 와이어로프를 교차되게 장착시킨 상태에서 볼트/너트로 체결시켜주도록 된 것이다.Utility Model Registration No. 287784 (fixing device for rockfall prevention wires) intersects a pair of top and bottom covers with a semicircle formed in the center of the plate (middle of the vertical side plate) and a semicircular groove formed in the center of the vertical side plate. The opposite semicircle portion and semicircle groove on the same line are mutually coupled to each other, and the upper cover and the lower cover are fastened by a bolt and a nut, and the wire rope is opposed to the semicircle portion and the semicircle groove. It is to be fastened with bolts / nuts with the cross mounted.

또한, 특허 등록 제415170호(낙석방지용 와이어로프의 교차부분 고정구)는, 중앙선상에 가이드홈이 교차(+자)형으로 형성된 상부고정구와 하부고정구를 형성하고, 상부고정구와 하부고정구를 대향시켜 교차되는 가이드홈에 와이어로프를 교차되게 장착시킨 상태에서 통상의 볼트/너트에 의해 체결시켜 주도록 된 것이다.In addition, Patent Registration No. 415170 (intersection fastener of the falling-rope wire rope) forms an upper fastener and a lower fastener formed by crossing (+ -shaped) guide grooves on a center line, and opposes the upper and lower fasteners. It is to be fastened by a normal bolt / nut in a state in which the wire rope is mounted to cross the guide groove to cross.

그로나, 이들 종래의 고정구(결속구/고정장치)들은 교차되는 와이어로프의 내/외측에서 결합 고정되어 교차부분을 단순하게 지지해주는 것에 불과하여, 와이어로프에 탄력(장력)을 강화시켜 팽팽하게 유지시킬 수 없고, 암벽(또는 암반)의 표면과의 밀착력이 떨어져 암벽(또는 암반)을 견실하게 지지(구속)해 줄 수 없으며, 암벽(또는 암반)과 와이어로프와의 사이에는 공간이 발생하여 이들 사이로 돌이 유입되면서 와이어로프가 결속력을 상실하게 되는 문제가 있다.However, these conventional fasteners (fasteners / fixing devices) are simply fixed on the inside and the outside of the intersecting wire ropes to simply support the cross sections, thereby enhancing tension (tension) in the wire ropes and making them taut. It cannot be maintained, and the adhesion of the rock wall (or rock) to the surface of the rock wall (or rock) cannot be supported (constrained) steadily, and a space is generated between the rock wall (or rock) and the wire rope. There is a problem that the wire rope loses the binding force as the stone flows between them.

본 발명은 상기와 같은 문제를 해소할 수 있도록 더욱 개선된 낙석방지용 와 이어로프고정구를 제공하려는 것이다.The present invention is to provide a further improved rock rope fixture for preventing rockfall to solve the above problems.

본 발명은, 상측고정금구와 하측고정금구의 대향면에는 결속돌부와 결속요부을 대응되게 형성하고, 결속돌부와 결속요부에는 대응되는 요철부를 반복적으로 형성하며, 반복적으로 형성된 요철부의 중심선상에는 와이어로프반원장전홈을 각각 대향되게 형성하며, 대향되는 결속돌부와 결속요부를 와이어로프의 내/외측(양측)에서 결합시켜 와이어로프를 대향되는 와이어로프반원장전홈에 장전시키고, 결속돌부와 결속요부가 결합되는 상측고정금구와 하측고정금구를 통상의 볼트에 의해 체결시켜 주도록 된 낙석방지용 와이어로프고정구를 제공하려는데 그 목적이 있다.According to the present invention, a binding protrusion and a binding recess are formed on the opposite surfaces of the upper fixing bracket and the lower fixing bracket so as to correspond to the binding protrusion and the binding recess, and the corresponding protrusion and depression are repeatedly formed. The loading grooves are formed to face each other, and the opposite binding protrusions and the binding recesses are coupled at the inside / outside (both sides) of the wire ropes to load the wire ropes in the opposite wire rope semi-loading recesses, and the binding protrusions and the binding recesses are coupled to each other. An object of the present invention is to provide an anti-falling wire rope fixing tool for fastening the upper fixing bracket and the lower fixing bracket by a conventional bolt.

본 발명의 다른 목적은, 상측고정금구와 하측고정금구의 사이에 와이어로프를 장전시켜 체결시킬 때에, 와이어로프가 상측고정금구와 하측고정금구의 각 결속돌부와 결속요부에 반복적으로 형성된 요철부에 의해 절곡 변형되면서 긴장상태를 유지하도록 함으로서, 와이어로프에 장력이 강력하게 발생되도록 하고, 강력하게 발생되는 장력에 의해 와이어로프를 암벽(또는 암반)의 표면과의 밀착시키면서 견실하게 지지(구속)해 줄 수 있으며, 암벽(또는 암반)과 와이어로프와의 사이에는 공간이 발생하는 것을 방지하여 이들 사이로 돌이 유입되는 것을 방지하면서 와이어로프의 결속력을 강화시켜 줄 수 있도록 된 낙석방지용 와이어로프고정구를 제공하는데 있다.According to another object of the present invention, when the wire rope is loaded and fastened between the upper fixing bracket and the lower fixing bracket, the uneven portions are repeatedly formed in each of the binding protrusions and the coupling recesses of the upper fixing bracket and the lower fixing bracket. By maintaining the tension while bending and deforming, the tension is generated strongly in the wire rope, and the tightly generated tension keeps the wire rope in close contact with the surface of the rock wall (or rock) while being firmly supported (restrained). It provides a wire rope fixing device for rockfall prevention which can strengthen the binding force of the wire rope while preventing the space between the rock wall (or the rock) and the wire rope to prevent the inflow of stones. have.

본 발명의 또 다른 목적은, 상측고정금구와 하측고정금구의 대향면에는 결속돌부와 결속요부을 "―"자형 또는 "+"자형으로 형성하여, 일직선으로 유지되는 와이어로프를 결속시키거나, 또는 와이어로프의 교차점을 결속시킬 수 있도록 된 낙 석방지용 와이어로프고정구를 제공하는데 있다.Still another object of the present invention is to form a binding protrusion and a binding recess in a "-" shape or a "+" shape on the opposite surface of the upper fixing bracket and the lower fixing bracket, thereby binding the wire rope maintained in a straight line, or To provide a rock-resistant wire rope fixture that can bond the intersection of ropes.

본 발명의 상기 및 기타 목적은, The above and other objects of the present invention,

상측고정금구(3)와 하측고정금구(2)의 대향면에 와이어로프반원장전홈(26)(16)을 "―"자형 또는 "+"자형으로 형성하고, 상측고정금구(3)와 하측고정금구(2)의 모서리에 체결공(21)(11)을 뚫어 주며, 상측고정금구(3)와 하측고정금구(2)대향되게 접속시킨 상태에서 체결공(21)(11)에 통상의 볼트/너트를 체결시켜 주도록 된 것에 있어서,The wire rope semi-loading grooves 26 and 16 are formed in a "-" shape or a "+" shape on the opposite surface of the upper fixing bracket 3 and the lower fixing bracket 2, and the upper fixing bracket 3 and the lower side are formed. The fastening holes 21 and 11 are drilled in the corners of the fixing bracket 2, and the fastening holes 21 and 11 are connected to the upper fixing bracket 3 and the lower fixing bracket 2 so as to be connected to the fastening holes 21 and 11. In order to fasten bolts / nuts,

상기 상측고정금구(3)와 하측고정금구(2)의 대향면에는 결속돌부(22)와 결속요부(12)를 대응되게 형성한 것과, On the opposite surface of the upper fixing bracket (3) and the lower fixing bracket (2) that the binding protrusion 22 and the binding recess 12 is formed to correspond,

대응되게 형성되는 결속돌부(22)와 결속요부(12)에는 대응되는 요철부를 반복적으로 형성한 것과,The binding protrusions 22 and the coupling recesses 12 are formed to correspond to the corresponding irregularities repeatedly formed,

결속돌부(22)와 결속요부(12)에 반복적으로 형성된 요철부의 중심선상에는 통상의 와이어로프반원장전홈(26)(16)을 대향되게 각각 형성한 것이 포함되는 것을 특징으로 하는 낙석방지용 와이어로프고정구(1)(1-1)(1-2)에 의해 달성된다.Rock rope fixing device for rockfall prevention, characterized in that formed on the center line of the concave-convex portion repeatedly formed in the binding protrusion 22 and the binding recess 12, respectively, facing the ordinary wire rope semi-loading grooves 26, 16. It is achieved by (1) (1-1) (1-2).

본 발명의 상기 및 기타 목적과 특징은 첨부도면에 의거한 다음의 상세한 설명에 의해 더욱 명확하게 이해할 수 있을 것이다.The above and other objects and features of the present invention will be more clearly understood by the following detailed description based on the accompanying drawings.

첨부도면 도 1 내지 도 4c는 본 발명에 따른 낙석방지용 와이어로프고정구(1)(1-1)(1-2)의 구체적인 실현 예를 보인 것으로서, 도 1 내지 도 2c는 본 발명에 따른 낙석방지용 와이어로프고정구(1)의 일 예시 사시도 및 결합상태를 보인 단면 도이고, 도 3 내지 도 4c는 본 발명에 따른 낙석방지용 와이어로프고정구(1-1)(1-2)의 실시 예들을 보인 예시도 및 결합상태 단면도이다. Figures 1 to 4c shows a concrete implementation of the rockfall prevention device (1) (1-1) (1-2) for preventing rockfall according to the present invention, Figures 1 to 2c is for rockfall prevention according to the present invention 1 is a cross-sectional view showing a perspective view and a coupling state of the wire rope fixing device 1, Figures 3 to 4c is an example showing embodiments of the rock rope fixing device (1-1) (1-2) for preventing rockfall according to the present invention Figures and cross-sectional views.

본 발명에 따른 낙석방지용 와이어로프고정구(1)(1-1)(1-2)는 상측고정금구(3)와 하측고정금구(2)로 형성하였고, 이들 상측고정금구(3)와 하측고정금구(2)의 모서리에는 체결공(21)(11)을 뚫어 통상의 볼트/너트를 이용하여 체결시켜 주도록 하였다.Rockfall fasteners (1) (1-1) (1-2) for preventing rockfall according to the present invention was formed of the upper fixing bracket (3) and the lower fixing bracket (2), these upper fixing bracket (3) and lower fixing Fastening holes 21 and 11 were drilled in the corners of the metal fittings 2 so as to be fastened using a conventional bolt / nut.

상기 상측고정금구(3)와 하측고정금구(2)의 대향면(저면과 상면)에는 결속돌부(22)와 결속요부(12)를, 도 1에 예시된 바와 같이 "―"자형으로 대응되게 형성하거나 또는 도 3a 및 도 3b에 예시된 바와 같이 "+"자형으로 대응되게 형성하였다.On the opposing surfaces (lower surface and upper surface) of the upper fixing bracket 3 and the lower fixing bracket 2, the binding protrusion 22 and the binding recess 12 are corresponded in a "-" shape as illustrated in FIG. Or correspondingly formed in a "+" shape as illustrated in FIGS. 3A and 3B.

"―"자형 또는 "+"자형으로 대응되게 형성되는 결속돌부(22)와 결속요부(12)에는 대응되는 요철부를 반복적으로 형성하였다.Corresponding convex and concave portions were repeatedly formed in the binding protrusion 22 and the binding recess 12 which are formed to correspond to a "-" or "+" shape.

상기 결속돌부(22)에 형성되는 요철부는 돌부평면(23)의 양측에 외향경사면(24)과 내향경사면(25)을 각각 선택적으로 형성하거나 또는 연속적으로 형성하였ㄱ고, 결속요부(12)에 형성되는 요철부는 요부평면(13)의 양측에 내향경사면(14)과 외향경사면(15)을 각각 선택적으로 형성하거나 또는 연속적으로 형성하였다.The concave-convex portion formed in the binding protrusion 22 may selectively form the outwardly inclined surface 24 and the inwardly inclined surface 25 on both sides of the protrusion plane 23 or continuously, respectively, and the concave recess 12 The irregularities formed in the selectively inclined surface 14 and the outwardly inclined surface 15 on both sides of the concave plane (13) or formed continuously.

도 1 내지 도 2b에 예시된 낙석방지용 와이어로프고정구(1)는, 상측고정금구(3)의 결속돌부(22)를 "―"자형으로 형성함에 있어 중앙의 결속돌부(23)를 기준으로 양측(또는 상하)에 외향경사면(24)과 내향경사면(25)을 연속적으로 형성하였고, 하측고정금구(2)는 결속요부(12)를 형성함에 있어 중앙의 결속요부(13)를 기준으로 양측(또는 상하)에 내향경사면(14)과 외향경사면(15)을 연속적으로 형성하였다.1 to 2B, the rock-resistant wire rope fixing device 1 illustrated in FIGS. 1 and 2B has both sides with respect to the center binding protrusion 23 in forming the binding protrusion 22 of the upper fixing bracket 3 in a "-" shape. (Or up and down) the outwardly inclined surface 24 and the inwardly inclined surface 25 are formed continuously, the lower fixing bracket 2 in forming the binding recessed portion 12 on both sides (based on the central binding recess 13) ( Alternatively, the inwardly inclined surface 14 and the outwardly inclined surface 15 are continuously formed on the upper and lower sides.

도 3a에 예시된 낙석방지용 와이어로프고정구(1-1)는 다음과 같이 형성하였다 .The rockfall prevention fixture 1-1 for preventing rockfall illustrated in FIG. 3A was formed as follows.

상측고정금구(3)의 결속돌부(22)를 "+"자형으로 형성함에 있어 중앙의 결속돌부(23)를 기준으로 좌우 양측에는 외향경사면(24)과 내향경사면(25)을 연속적으로 형성하였고 교차되는 상하 양측에는 외경사면(24)만을 외면까지 형성하였으며, 하측고정금구(2)의 결속요부(12)를 형성함에 있어 중앙의 결속요부(13)를 기준으로 좌우 양측에는 내향경사면(14)과 외향경사면(15)을 연속적으로 형성하였고 교차되는 상하 양측에는 내경사면(14)만을 외면까지 형성하였다.In forming the binding protrusion 22 of the upper fixing bracket 3 in a "+" shape, the outwardly inclined surface 24 and the inwardly inclined surface 25 were continuously formed on both left and right sides based on the centrally bound protrusion 23. Only the outer inclined surface 24 was formed to the outer surface on both sides of the upper and lower sides, and inwardly inclined surfaces 14 were formed on the left and right sides based on the central binding recess 13 in forming the binding recess 12 of the lower fixing bracket 2. And outwardly inclined surfaces 15 were formed continuously, and only the inner inclined surface 14 was formed to the outer surface on both the upper and lower sides intersecting.

또한 3b에 예시된 낙석방지용 와이어로프고정구(1-2)는 다음과 같이 형성하였다 .In addition, the rockfall prevention fixture (1-2) for preventing rockfall illustrated in 3b was formed as follows.

상측고정금구(3)의 결속돌부(22)를 "+"자형으로 형성함에 있어 중앙의 결속돌부(23)를 기준으로 상하 좌우 각 양측에는 외향경사면(24)과 내향경사면(25)을 연속적으로 형성하였고, 하측고정금구(2)의 결속요부(12)를 형성함에 있어 중앙의 결속요부(13)를 기준으로 상하 좌우 각 양측에는 내향경사면(14)과 외향경사면(15)을 연속적으로 형성하였다.In forming the binding protrusion 22 of the upper fixing bracket 3 in a "+" shape, the outwardly inclined surface 24 and the inwardly inclined surface 25 are continuously formed on each of the upper, lower, left, and right sides based on the central binding protrusion 23. In forming the binding recesses 12 of the lower fixing tool 2, the inwardly inclined surface 14 and the outwardly inclined surface 15 were continuously formed on each of the upper, lower, left, and right sides based on the central binding recess 13. .

상기와 같이 결속돌부(22)와 결속요부(12)의 각 중앙선상에는 와이어로프반원장전홈(26)을, 도 1에 예시된 바와 같이 "―"자형으로 대응되게 형성하거나 또는 도 3a 및 도 3b에 예시된 바와 같이 "+"자형으로 형성하였다.As described above, a wire rope semi-loading groove 26 is formed on each center line of the binding protrusion 22 and the coupling recess 12 to correspond to a "-" shape as illustrated in FIG. 1 or FIGS. 3A and 3B. It was formed into a "+" shape as illustrated in.

특히, 도 3b에 예시된 바와 같이, "+"자형으로 형성된 결속요부(12)에 "+"자형으로 형성되는 와이어로프반원장전홈(16)중에서 어느 일측의 와이어로프반원장전 홈(16)은 요부평면(13)에 형성되는 중앙부분을 와이어로프깊은장전홈(17)으로 형성하여 하측에 위치하는 와이어로프를 완전히 장전시킬 수 있도록 하였다.In particular, as illustrated in FIG. 3B, one of the wire rope semi-loading grooves 16 on one side of the wire rope semi-loading grooves 16 formed in the “+” shape in the binding recess 12 formed in the “+” shape is formed. The central portion formed on the recessed flat surface 13 was formed by the wire rope deep loading groove 17 so as to completely load the wire rope located on the lower side.

또한 도 1에 예시된 바와 같이 결속돌부(22)와 결속요부(12)에 대응되는 요철부의 돌부평면(23)과 요부평면(13)의 양측 가장자리에는 체결돌편(6)과 체결홈(5)을 각각 대응되게 형성하여, 상측고정금구(3)와 하측고정금구(2)를 대향되게 결합시킬 때에 체결돌편(6)이 체결홈(5)에 삽입되어 결속되도록 하였다.In addition, as illustrated in FIG. 1, the fastening protrusion pieces 6 and the fastening grooves 5 are formed at both edges of the protrusion flat part 23 and the recess flat part 13 of the uneven part corresponding to the fastening protrusion 22 and the fastening recess 12. ) Are formed to correspond to each other, so that when the upper fixing bracket 3 and the lower fixing bracket 2 are opposed to each other, the fastening stone pieces 6 are inserted into the fastening grooves 5 to be bound.

이하 작동관계(사용상태)를 설명한다.The operation relationship (use state) is described below.

도 1에 예시된 낙석방지용 와이어로프고정구(1)는 도 2a 및 도 2b에 예시된 바와 같이, 와이어로프(7)의 양측에 상측고정금구(3)와 하측고정금구(2)를 대향시켜 결합시키되, 와이어로프(7)가 결속돌부(22)와 결속요부(12)에 형성된 와이어로프반원장전홈(26)(16)에 삽입되도록 장전시킨다.The rockfall prevention fixture 1 for preventing rockfall illustrated in FIG. 1 is coupled to the upper fixing bracket 3 and the lower fixing bracket 2 on both sides of the wire rope 7 as illustrated in FIGS. 2A and 2B. However, the wire rope 7 is loaded to be inserted into the wire rope semi-loading grooves 26 and 16 formed in the binding protrusion 22 and the binding recess 12.

대향되는 상측고정금구(3)와 하측고정금구(2)를 결합시키면, 결속돌부(22)가 결속요부(12)에 삽입되어 결합되고, 체결돌편(22)이 체결홈(5)에 삽입되며, 결속돌부(22)에 형성된 돌부평면(23)과 외향경사면(24) 및 내향경사면(25)은 대응되게 형성된 결속요부(12)의 요부평면(13)과 내경사면(14) 및 외경사면(15)과 밀접하게 접속된 상태를 유지하게 된다.When the upper fixing bracket 3 and the lower fixing bracket 2 opposed to each other are engaged, the binding protrusion 22 is inserted into the binding recess 12 to be coupled, and the coupling protrusion 22 is inserted into the coupling groove 5. The projection plane 23 and the outwardly inclined surface 24 and the inwardly inclined surface 25 formed in the binding protrusion 22 are the recessed surface 13 and the inner inclined surface 14 and the outer inclined surface of the indenting recess 12 correspondingly formed. The state closely connected with (15) is maintained.

이와 같이 상측고정금구(3)와 하측고정금구(2)를 와이어로프(7)의 양측에 접속시킨 상태에서 일치되는 체결공(21)(11)에 통상의 볼트/너트를 체결시켜 줌으로서 장착을 완료하게 된다.In this way, the upper fixing bracket 3 and the lower fixing bracket 2 are connected to both sides of the wire rope 7 so that the normal bolts and nuts are fastened to the corresponding fastening holes 21 and 11, respectively. Will complete.

또한, 도 3a에 예시된 낙석방지용 와이어로프고정구(1-1)는 도 4a 및 도 4b 에 예시된 바와 같이, 교차되게 설치되는 와이어로프(7)(7-1)의 교차지점의 양측에서 상측고정금구(3)와 하측고정금구(2)를 대향시켜 결합시킨다.In addition, the rockfall prevention wire rope fastener (1-1) illustrated in Figure 3a is the upper side at both sides of the intersection of the wire ropes (7) (7-1) are installed to cross, as illustrated in Figures 4a and 4b. The fixing bracket 3 and the lower fixing bracket 2 are joined to face each other.

하측고정금구(2)의 결속요부(12)에 "+"자형으로 형성된 와이어로프반원장전홈(16)에 교차되는 와이어로프(7)(7-1)를 장전시킨 상태에서, 상측고정금구(3)를 하측고정금구(2)에 결합시키면 상측고정금구(3)의 "+"자형 결속돌부(22)가 하측고정금구(2)의 "+"자형 결속요부(12)에 장전되어 결합된다.In the state where the wire ropes 7 and 7-1 intersecting the wire rope semi-loading grooves 16 formed in a "+" shape on the binding recesses 12 of the lower fixing bracket 2 are loaded, the upper fixing bracket ( When 3) is coupled to the lower fixing bracket 2, the "+" shaped binding protrusion 22 of the upper fixing bracket 3 is loaded and coupled to the "+" shaped binding recess 12 of the lower fixing bracket 2. .

상기와 같이 상측고정금구(3)와 하측고정금구(2)를 결합시키면, 결속돌부(22)에 형성된 돌부평면(23)은 요부평면(13)에 결합되고, 좌우 양측의 외향경사면(24)과 내향경사면(25)은 내향경사면(14)과 외향경사면(15)에 결합되며, 상하 양측의 외경사면(24)은 내경사면(14)에 결합된다.When the upper fixing fixture 3 and the lower fixing fixture 2 are combined as described above, the protrusion 23 formed on the binding protrusion 22 is coupled to the recessed plane 13, and the outwardly inclined surfaces 24 of both the left and right sides are provided. ) And the inwardly inclined surface 25 is coupled to the inwardly inclined surface 14 and outwardly inclined surface 15, the outer inclined surface 24 of both the upper and lower sides is coupled to the inner inclined surface 14.

도 3b에 예시된 낙석방지용 와이어로프고정구(1-2)는 도 4b 및 도 4c에 예시된 바와 같이, 교차되게 설치되는 와이어로프(7)(7-1)의 교차지점의 양측에서 상측고정금구(3)와 하측고정금구(2)를 대향시켜 결합시킨다.The rockfall prevention wire rope fasteners 1-2 illustrated in FIG. 3B are upper fixing brackets on both sides of the intersection points of the wire ropes 7 and 7-1, which are installed to cross each other, as illustrated in FIGS. 4B and 4C. (3) and the lower fixing bracket (2) to face each other and combine.

와이어로프(7)(7-1)의 교차점이 "+"자형으로 형성된 하측고정금구(2)에 형성된 결속요부(12)의 "+"자형 와이어로프반원장전홈(16)에 삽입되도록 장전시키되, 하측고정금구(2)측에 위치하는 와이어로프(7-1)가 와이어로프깊은장전홈(17)에 위치하도록 장전시킨다.The intersection of the wire ropes (7) (7-1) is to be inserted into the "+" shaped wire rope semi-loading groove 16 of the binding recess 12 formed in the lower fixing bracket (2) formed in the "+" shape. The wire rope 7-1 located on the lower fixing tool 2 side is loaded in the wire rope deep loading groove 17.

하측고정금구(2)의 결속요부(12)에 "+"자형으로 형성된 와이어로프반원장전홈(16)에 교차되는 와이어로프(7)(7-1)를 장전시킨 상태에서, 상측고정금구(3)를 하측고정금구(2)에 결합시키면 상측고정금구(3)의 "+"자형 결속돌부(22)가 하측고 정금구(2)의 "+"자형 결속요부(12)에 장전되어 결합된다.In the state where the wire ropes 7 and 7-1 intersecting the wire rope semi-loading grooves 16 formed in a "+" shape on the binding recesses 12 of the lower fixing bracket 2 are loaded, the upper fixing bracket ( 3) is coupled to the lower fixing bracket 2, the "+" shaped binding protrusion 22 of the upper fixing bracket 3 is loaded and coupled to the "+" shaped binding recess 12 of the lower fixing bracket 2 do.

상기와 같이 상측고정금구(3)와 하측고정금구(2)를 결합시키면, 결속돌부(22)에 형성된 돌부평면(23)과 외향경사면(24) 및 내향경사면(25)은 대응되게 형성된 결속요부(12)의 요부평면(13)과 내향경사면(14) 및 외향경사면(15)과 밀접하게 접속된 상태를 유지하게 된다.When the upper fixing fixture 3 and the lower fixing fixture 2 are combined as described above, the protrusion 23 and the outwardly inclined surface 24 and the inwardly inclined surface 25 formed on the binding protrusion 22 are formed to correspond to each other. The recessed surface 13 of the recessed part 12 and the inwardly inclined surface 14 and the outwardly inclined surface 15 are kept in close contact.

이와 같이 상측고정금구(3)와 하측고정금구(2)를 와이어로프(7)(7-1)의 교차점 양측에 접속시킨 상태에서 일치되는 체결공(21)(11)에 통상의 볼트/너트를 체결시켜 줌으로서 장착을 완료하게 되는데, 하측에 위치하는 와이어로프(7-1)는 교차부분이 와이어로프깊은장전홈(17)에 장입되어지므로 그 상측에 위치하는 와이어로프(7)를 간섭하지 않게 하면서 장착시킬 수 있게 된다.In this way, the bolts / nuts which are conventionally used in the fastening holes 21 and 11 that match with the upper fixing bracket 3 and the lower fixing bracket 2 connected to both sides of the intersection points of the wire ropes 7 and 7-1. The wire rope 7-1 located at the lower side interferes with the wire rope 7 located at the upper side because the intersection is inserted into the wire rope deep loading groove 17. I can attach it without letting it do it.

상기와 같이 상측고정금구(3)와 하측고정금구(2)를 결합하여 일자로 설치되는 와이어로프(7) 또는 "+"자형으로 교차 설치되는 와이어로프(7)(7-1)를 장전시키게 되면, 와이어로프(7)(7-1)는 결속돌부(22)와 결속요부(12)에 형성된 돌부평면(23)과 요부평면(13) 및 그 양측으로 연속적으로 형성된 외향경사면(24)(15) 및 내향경사면(25)(14)에 의해 절곡 변형되어 유입되며, 따라서 상측고정금구(3)와 하측고정금구(2)의 외측에 위치하는 와이어로프(7)(7-1)는 팽팽한하게 긴장되어 장력이 증가된 상태를 유지하게 된다.Combining the upper fixing bracket (3) and the lower fixing bracket (2) as described above to load the wire rope (7) installed in the date or the wire rope (7) (7-1) is installed in the cross "+" shape. When the wire ropes 7 and 7-1 are formed, the protrusion plane 23 and the recessed plane 13 formed on the binding protrusion 22 and the coupling recess 12 and the outwardly inclined plane 24 continuously formed on both sides thereof. (15) and inwardly bent and deformed by the inward inclined surfaces (25, 14), so that the wire ropes (7) (7-1) located outside the upper fixing bracket (3) and the lower fixing bracket (2) Tense tension keeps the tension increased.

이와 같이 상측고정금구(3)와 하측고정금구(2)의 외측에 위치하는 와이어로프(7)(7-1)가 장력이 증가하여 팽팽한 긴장상태를 유지하게 되면, 와이어로프(7)(7-1)는 암벽(또는 암반)의 표면과 밀접하게 밀착된 상태를 유지하게 된다.As such, when the wire ropes 7 and 7-1 positioned on the outer side of the upper fixing bracket 3 and the lower fixing bracket 2 are kept in tension, the wire ropes 7 and 7 are maintained. -1) is in close contact with the surface of the rock wall (or rock).

본 발명에 따른 낙석방지용 와이어로프고정구는, 상측고정금구와 하측고정금구의 대향면에는 결속돌부와 결속요부을 대응되게 형성하고, 결속돌부와 결속요부에는 대응되는 요철부를 반복적으로 형성하며, 반복적으로 형성된 요철부의 중심선상에는 와이어로프반원장전홈을 각각 대향되게 형성하며, 대향되는 결속돌부와 결속요부를 와이어로프의 내/외측(양측)에서 결합시켜 와이어로프를 대향되는 와이어로프반원장전홈에 장전시키고, 결속돌부와 결속요부가 결합되는 상측고정금구와 하측고정금구를 통상의 볼트에 의해 체결시켜 주도록 된 것으로서, 상측고정금구와 하측고정금구의 사이에 와이어로프를 장전시키면 와이어로프가 상측고정금구와 하측고정금구에 반복적으로 형성된 요철부에 의해 절곡 변형되면서 장력을 발생시켜 주므로 와이어로프를 암벽(또는 암반)의 표면과 밀착되게 설치할 수 있고, 와이어로프를 암벽에 밀착시켜 줌으로서 암벽을 견실하게 지지해 주면서 결속력을 강화시킬 수 있으며, 상측고정금구와 하측고정금구의 대향면에는 결속돌부와 결속요부을 "―"자형 또는 "+"자형으로 형성하여 줌으로서 설치상조와 위치에 따라 선택적으로 설치할 수 있는 것이다.The rockfall fixing device for preventing rockfall according to the present invention, the binding surface and the binding recess is formed on the opposite surface of the upper fixing bracket and the lower fixing bracket to correspond, and the corresponding protrusion and the recess is formed repeatedly to correspond to the uneven portion, The wire rope semi-loading grooves are formed to face each other on the center line of the uneven portion, and the opposite binding protrusions and the binding recesses are combined at the inside / outside (both sides) of the wire ropes to load the wire ropes at the opposite wire rope semi-loading grooves. The upper fixing bracket and lower fixing bracket to which the binding protrusion and the binding recess are coupled are fastened by a normal bolt. When the wire rope is loaded between the upper fixing bracket and the lower fixing bracket, the wire rope is connected to the upper fixing bracket and the lower fixing bracket. Tension is generated while bending and deforming due to the irregularities repeatedly formed in the fixing bracket. The ear rope can be installed to be in close contact with the surface of the rock wall (or rock), and the wire rope can be tightly attached to the rock wall to strengthen the binding force while supporting the rock wall firmly, and the opposite surface of the upper fixing bracket and the lower fixing bracket In the present invention, the binding protrusion and the binding recess are formed in a "-" shape or a "+" shape so that they can be selectively installed in accordance with the premise and position of the installation.

Claims (6)

상측고정금구(3)와 하측고정금구(2)의 대향면에 와이어로프반원장전홈(26)(16)을 "―"자형 또는 "+"자형으로 형성하고, 상측고정금구(3)와 하측고정금구(2)의 모서리에 체결공(21)(11)을 뚫어 주며, 상측고정금구(3)와 하측고정금구(2)대향되게 접속시킨 상태에서 체결공(21)(11)에 통상의 볼트/너트를 체결시켜 주도록 된 것에 있어서;The wire rope semi-loading grooves 26 and 16 are formed in a "-" shape or a "+" shape on the opposite surface of the upper fixing bracket 3 and the lower fixing bracket 2, and the upper fixing bracket 3 and the lower side are formed. The fastening holes 21 and 11 are drilled in the corners of the fixing bracket 2, and the fastening holes 21 and 11 are connected to the upper fixing bracket 3 and the lower fixing bracket 2 so as to be connected to the fastening holes 21 and 11. For fastening bolts / nuts; 상기 상측고정금구(3)와 하측고정금구(2)의 대향면에는 결속돌부(22)와 결속요부(12)를 대응되게 형성한 것과;A binding protrusion 22 and a binding recess 12 are formed on the opposite surface of the upper fixing tool 3 and the lower fixing tool 2 so as to correspond to each other; 대응되게 형성되는 결속돌부(22)와 결속요부(12)에는 대응되는 요철부를 반복적으로 형성한 것과;Repeatedly forming corresponding concave-convex portions in the convex convex portion 22 and the concave concave portion 12 formed correspondingly; 결속돌부(22)와 결속요부(12)에 반복적으로 형성된 요철부의 중심선상에는 통상의 와이어로프반원장전홈(26)(16)을 대향되게 각각 형성한 것;이 포함되는 것을 특징으로 하는 낙석방지용 와이어로프 고정구.On the center line of the concave-convex portion repeatedly formed in the binding protrusion 22 and the binding recess 12, each of the ordinary wire rope semi-loading grooves 26, 16 are formed so as to face each other; wire for preventing rockfall Rope fasteners. 청구항 1에 있어서, 결속돌부(22)와 결속요부(12)의 중앙부 양측에는;The method according to claim 1, On both sides of the central portion of the binding projection 22 and the binding recess 12; 결속돌편(6)과 체결홈(5)을 대응되게 더 형성한 것;을 특징으로 하는 낙석방지용 와이어로프 고정구.The binding stone piece (6) and the fastening groove (5) further formed to correspond; Wire rope fixture for preventing rockfall, characterized in that. 청구항 1에 있어서, 상측고정금구(3)와 하측고정금구(2)의 대향면에 대응되 게 형성되는 결속돌부(22)와 결속요부(12) 및 와이어로프반원장전홈(26)(16);The method of claim 1, wherein the binding protrusion 22 and the binding recess 12 and the wire rope semi-loading groove (26) (16) formed corresponding to the opposing surface of the upper fixing bracket (3) and the lower fixing bracket (2) ; "―"자형 또는 "+"자형으로 형성한 것;을 특징으로 하는 낙석방지용 와이어로프 고정구.Falling rock wire fastener characterized in that formed in "-" or "+" shape. 청구항 1에 있어서, 결속돌부(22)와 결속요부(12)에 대응되게 반복적으로 형성되는 요철부는;The method according to claim 1, Concave-convex portion is formed repeatedly to correspond to the binding projection 22 and the binding recess 12; 돌부평면(23) 또는 요부평면(13)의 양측에 대응되는 외향경사면(24)(15)과 내향경사면(25)(14)을 연속적으로 형성한 것;을 특징으로 하는 낙석방지용 와이어로프 고정구.Falling outward slopes 24, 15 and inwardly inclined surfaces (25, 14) corresponding to both sides of the projections (23) or recessed surface (13) successively formed; wire rope fixture for preventing rockfall . 청구항 1에 있어서, 결속돌부(22)와 결속요부(12)에 대응되게 반복적으로 형성되는 요철부는;The method according to claim 1, Concave-convex portion is formed repeatedly to correspond to the binding projection 22 and the binding recess 12; 돌부평면(23) 또는 요부평면(13)의 양측에는 외향경사면(24)과 내향경사면(25)을 대응되게 형성한 것;을 특징으로 하는 낙석방지용 와이어로프 고정구.The outwardly inclined surface 24 and the inwardly inclined surface 25 are formed on both sides of the projection portion 23 or the concave portion 13; wire rope fixture for preventing rockfall. 청구항 3에 있어서, 상측고정금구(3)와 하측고정금구(2)의 결속돌부(22)와 결속요부(12)에 "+"자형으로 형성되는 와이어로프반원장전홈(16)의 어느 하나는;The method of claim 3, wherein any one of the wire rope semi-loading groove (16) formed in the binding protrusion 22 and the binding recess 12 of the upper fixing bracket (3) and the lower fixing bracket (2) in a "+" shape. ; 요부평면(13)에 형성되는 중앙부분을 와이어로프깊은장전홈(17)으로 형성한 것;을 특징으로 하는 낙석방지용 와이어로프 고정구.The central part formed in the recessed flat surface (13) is formed by the wire rope deep loading groove (17); Falling rock prevention wire rope fixture, characterized in that.
KR1020050060242A 2005-07-05 2005-07-05 A Wire Rope Fixing Device for Falling Rock Prevention KR100717664B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020050060242A KR100717664B1 (en) 2005-07-05 2005-07-05 A Wire Rope Fixing Device for Falling Rock Prevention

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020050060242A KR100717664B1 (en) 2005-07-05 2005-07-05 A Wire Rope Fixing Device for Falling Rock Prevention

Publications (2)

Publication Number Publication Date
KR20070005112A true KR20070005112A (en) 2007-01-10
KR100717664B1 KR100717664B1 (en) 2007-05-11

Family

ID=37870801

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020050060242A KR100717664B1 (en) 2005-07-05 2005-07-05 A Wire Rope Fixing Device for Falling Rock Prevention

Country Status (1)

Country Link
KR (1) KR100717664B1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100894830B1 (en) * 2008-11-17 2009-04-24 (주)보원엔지니어링 A fixing apparatus of wire using road
KR100918195B1 (en) * 2009-01-23 2009-09-21 그린이엔지 주식회사 Slope reinforcement method
JP2017186784A (en) * 2016-04-05 2017-10-12 有限会社吉田構造デザイン Grip device
KR102081948B1 (en) * 2019-09-19 2020-02-26 손석환 Seismic waves clamp

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200191486Y1 (en) * 2000-03-10 2000-08-16 주식회사광국실업 Wire rope fixing goods for protection net of falling stone
KR200224029Y1 (en) * 2000-12-13 2001-05-15 이현분 aaa
KR200249080Y1 (en) * 2001-06-14 2001-10-17 주식회사동아개발 A wire rope fixing device for prevention of falling rock
KR200277425Y1 (en) * 2002-02-19 2002-06-03 동원녹화산업 (주) Clip for fixing wire rope for prevention of falling rock
KR100533117B1 (en) * 2003-06-09 2005-12-05 (주)하이콘건설 The construction method using a falling-stone prevention net and this
KR200381775Y1 (en) * 2005-01-20 2005-04-18 최광철 A Wire rope Fixing Device Prevention of Falling Rock of the use Cross-shaped U-Bolt

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100894830B1 (en) * 2008-11-17 2009-04-24 (주)보원엔지니어링 A fixing apparatus of wire using road
KR100918195B1 (en) * 2009-01-23 2009-09-21 그린이엔지 주식회사 Slope reinforcement method
JP2017186784A (en) * 2016-04-05 2017-10-12 有限会社吉田構造デザイン Grip device
KR102081948B1 (en) * 2019-09-19 2020-02-26 손석환 Seismic waves clamp

Also Published As

Publication number Publication date
KR100717664B1 (en) 2007-05-11

Similar Documents

Publication Publication Date Title
KR100717664B1 (en) A Wire Rope Fixing Device for Falling Rock Prevention
KR20200041715A (en) Deck assembly
KR101402671B1 (en) Fixing support of wirerope for fence
KR200427523Y1 (en) Clamp for construction fence fabric
KR20110107020A (en) Ceiling panel clip bar and mounting structure using the same
KR100910986B1 (en) Deck plate structure
KR200381051Y1 (en) a wire rope fixture for the fence
JP2010031629A (en) Grating fixture
KR101139532B1 (en) The apparatus for fixing crossing of falling rock prevention wire rope and pvc net
KR100642141B1 (en) Structure for Fixation on Prevention Nets of Falling Rocks
JP2011153405A (en) Guard fence
KR20030077050A (en) House framing
KR200381050Y1 (en) a wire rope fixture for the falling of a stone
KR200261928Y1 (en) Anchor fixture for hanger installation
KR200197317Y1 (en) A clamp for a falling stone prevention net
KR200249080Y1 (en) A wire rope fixing device for prevention of falling rock
KR20120051207A (en) Deck fastener and fixed structure of deck
KR200430970Y1 (en) Wire clamp for a falling rock preventing net
KR200432526Y1 (en) A wire rope fixing device prevention of falling rock of the use multiple U-bolt
KR100618988B1 (en) Rockfall Fixture for Rockfall Prevention with Crossed U Bolts
KR200367019Y1 (en) Wire clamp for a falling rock preventing net
KR200277425Y1 (en) Clip for fixing wire rope for prevention of falling rock
JP3246862U (en) Building reinforcement fittings
KR200372703Y1 (en) Improved frame structure for vinyl house
KR200333028Y1 (en) Fixing support of wirerope for protective net fall stone

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
AMND Amendment
E601 Decision to refuse application
AMND Amendment
J201 Request for trial against refusal decision
B701 Decision to grant
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20100610

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20130508

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20190508

Year of fee payment: 15