KR20050023383A - Apparatus of fix wirerope for protecting falling rock using architecture - Google Patents
Apparatus of fix wirerope for protecting falling rock using architecture Download PDFInfo
- Publication number
- KR20050023383A KR20050023383A KR1020050012983A KR20050012983A KR20050023383A KR 20050023383 A KR20050023383 A KR 20050023383A KR 1020050012983 A KR1020050012983 A KR 1020050012983A KR 20050012983 A KR20050012983 A KR 20050012983A KR 20050023383 A KR20050023383 A KR 20050023383A
- Authority
- KR
- South Korea
- Prior art keywords
- wire rope
- slope
- fixing device
- net
- settling
- Prior art date
Links
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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S256/00—Fences
- Y10S256/03—Wire clamp
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
Description
본 발명은 대단위 건축단지의 조경벽면의 와이어로프의 교차지점에 설치되는 건축용 낙석방지 와이어로프 고정장치에 관한 것으로서, 특히 낙석방지망에 의해 소규모의 낙석 뿐만 아니라 사면의 특정부분이 다량의 낙석이 발생하여 망에 많은 하중이 생김으로써 부분적으로 붕괴될 수 있는 것을 방지할 수 있으며, 또한 와이어로프를 연결하는 연결부위가 파쇄되더라도 거치대에서 잡아줌으로써 와이어로프의 이탈을 방지할 수 있으며, 또한 상기 거치대는 다단의 걸림턱이 형성됨으로써 와이어로프를 조이거나 풀어줄 수 있는 것에 관한 것이다. The present invention relates to a rockfall prevention wire rope fixing device for building is installed at the intersection of the wire rope of the landscape wall surface of a large building complex, in particular, due to the rockfall prevention network, a large amount of rockfall is generated in a certain portion of the slope as well The load can be prevented from being partially collapsed due to the large load on the net, and even if the connecting portion connecting the wire rope is broken, it can be prevented from being pulled out of the wire rope by holding it in the holder. The locking jaw is formed to be able to tighten or loosen the wire rope.
일반적으로 대단위의 건축단지를 조성할때에는 평탄화 작업에 의해 절취 사면이 생성되는데, 이러한 절취 사면의 돌이나 흙이 이러한 낙석을 방지하기 위해 통상적으로 낙석방지망이나 락볼트가 사용되는 바, 상기 낙석방지망은 합성수지나 와이어 등을 그물 모양으로 제조하여 사면에 덮어씌우고 그 외측에 와이어를 종, 횡 방향으로 교차시켜 설치함으로써 소규모의 낙석을 방지하며, 상기 락볼트는 다수의 철재볼트를 일정 간격을 유지하면서 사면에 체결시킴으로써 사면의 보강효과를 향상시킨다.In general, when constructing a large-scale building complex, a cut slope is generated by a planarization operation. A rock or a bolt of a rock slope is usually used to prevent such falling rocks from stones or soil of the cut slope. Synthetic resin or wire is made in the shape of a net to cover the slope and installed on the outside by crossing the wire in the longitudinal and transverse directions to prevent small rockfall, the rock bolt slopes a number of steel bolts while maintaining a certain interval By tightening in, the reinforcement effect of the slope is improved.
그러나 종래의 낙석방지 와이어로프 고정장치가 장착된 구조를 도시한 설치상태도인 도1a와 종래의 낙석방지 와이어로프 고정장치를 도시한 사시도인 도 1b에 도시된 바와 같이, 종래기술에 의한 낙석방지망(100)의 고정부재(200)와 락볼트(201) 및 너트(202)는 각각 그 단점이 있는 바, 상기 낙석방지망은 외측에 설치되는 와이어로프(101)와 함께 사면의 일 측에 설치되는 고정부재(200)에 연결되도록 설치되기 때문에 사면에서 떨어지는 소규모의 낙석방지는 용이하나 사면 자체의 강도를 향상시키지는 못하므로 낙석이 크거나 그 양이 많을 때는 낙석방지망 또한 건축단지측으로 늘어지는 등, 그 체결력이 낮은 문제점이 있다.However, as shown in FIG. 1A, which is an installation state diagram showing a structure in which a conventional rockfall prevention wire rope fixing device is mounted, and FIG. 1B, which is a perspective view illustrating a conventional rockfall prevention wire rope fixing device, the rockfall prevention net according to the prior art ( The fixing member 200, the lock bolt 201 and the nut 202 of the 100 has its disadvantages, respectively, the rockfall prevention net is fixed to one side of the slope with the wire rope 101 is installed on the outside Since it is installed to be connected to the member 200, it is easy to prevent small rocks falling from the slope, but it does not improve the strength of the slope itself. Therefore, when the rock is large or the amount is large, the rockfall prevention network is also stretched toward the construction site side. There is this low problem.
또한 종래기술에 의한 락볼트는 사면에 직접 체결되어 사면의 강도, 즉 지지력을 향상시킴으로써 사면이 크게 무너지는 것을 방지할 수 있으나 다수의 락볼트를 사면에 고정한다고 하여도 사면의 특정부분에 다량의 낙석이 발생할 경우에는 그 부분에 많은 하중이 발생하여 망이 찢어지거나, 사면전체의 붕괴를 유발할 수도 있게 된다.In addition, the lock bolt according to the prior art can be directly fastened to the slope, thereby improving the strength of the slope, that is, the bearing force, thereby preventing the slope from being greatly collapsed. However, even if a plurality of lock bolts are fixed to the slope, When a rockfall occurs, a lot of load is generated on the part, which may cause the net to be torn or collapse of the entire slope.
따라서 본 발명은 이상의 문제점을 감안하여 창안한 것으로서, 사면으로 형성된 건축 조경벽면의 낙석방지망과 와이어로프를 설치함에 있어 서로 대향되는 와이어로프를 잡아주는 연결구를 고탄성 인장스프링으로 구성하고 또한 정착구의 좌우측벽인 거치대에 다수의 걸림턱을 형성하여 사면의 특정부분이 많은 하중을 받게 되더라도 자연스럽게 유동가능할 뿐 아니라 와이어로프를 조여줄 필요가 있을 경우 인위적으로 거치대의 거치홈을 정하여 와이어로프를 당겨서 고정할 수 있게 하는 것이 목적이다. Accordingly, the present invention has been made in view of the above problems, and the connector for holding the wire rope facing each other in installing the rockfall prevention net and the wire rope of the architectural landscape wall surface formed by the slope is composed of a high elastic tension spring and the left and right side walls of the anchorage It is possible to naturally move even if a certain part of the slope is subjected to a large load by forming a plurality of catching jaws on the artificial cradle, and when it is necessary to tighten the wire rope, it is possible to artificially determine the mounting groove of the cradle to pull and fix the wire rope. The purpose is to.
상기의 목적을 달성하기 위하여, 건축단지의 조경벽면의 낙석방지를 위하여 설치되고 망과 와이어로프로 구성되며, 상기 망을 관통하여 사면에 체결되는 락볼트와; 상기 와이어로프의 교차지점의 하면에 씌워지고 상기 락볼트가 삽입 고정되게 관통홀이 형성되어 상기 와이어로프의 유동을 억제하는 정착구를 포함하여 구성되는 종래의 낙석방지망용 와이어로프 고정장치에 있어서, 양측면에 경사지게 다수의 걸림턱이 형성되는 한편, 상기 걸림턱의 하단에 와이어로프가 고정될 수 있도록 거치홈이 구비된 한쌍의 거치대가 형성된 정착구와; 굴곡지게 형성되고 와이어로프를 감는 고정홀이 형성되고 타측은 체결고리가 형성된 한쌍의 체결구와; 상기 체결구의 체결고리에 결합되는 결착고리가 양측에 부설된 고탄성인장스프링을 포함하여서 구성되는 것을 특징으로 하는 건축 조경벽면의 와이어로프 고정장치를 제공한다. In order to achieve the above object, the rock bolt is installed to prevent rockfall of the landscape wall surface of the building complex and is composed of a net and a wire rope, and penetrates the slope through the net; In the conventional wire rope anchoring device for rockfall prevention network comprising a fixing hole which covers the lower surface of the intersection point of the wire rope and the through-hole is formed so that the lock bolt is inserted and fixed to suppress the flow of the wire rope, both sides A plurality of fixing jaws formed at an angle to the fixing jaw, and having a pair of mounting brackets provided with mounting grooves to fix the wire ropes at the lower ends of the locking jaws; A pair of fasteners formed to be bent and formed with fixing holes for winding the wire rope, and the other side of which has a fastening ring; The binding ring coupled to the fastening ring of the fastener provides a wire rope fixing device for the architectural landscape wall surface, characterized in that it comprises a high elastic tension spring is installed on both sides.
이하에서 본 발명을 바람직한 실시예의 첨부 도면에 의해 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings of preferred embodiments.
우선, 첨부된 도면을 살펴보면 다음과 같다.First, look at the accompanying drawings as follows.
도 2는 본 발명의 와이어로프 고정장치의 구성요소를 도시한 분해사시도이고, 도 3은 본 발명의 와이어로프 고정장치의 구조를 도시한 측면도이며, 도 4는 본 발명의 와이어로프 고정장치의 구조를 도시한 사시도이고, 도 5는 본 발명의 와이어로프 고정장치의 구조를 도시한 평면도이며, 도 6은 본 발명의 와이어로프 고정장치의 구조를 도시한 설치상태도이고, 도 7은 본 발명의 와이어로프 고정장치의 작동상태를 도시한 도면이다.Figure 2 is an exploded perspective view showing the components of the wire rope fixing device of the present invention, Figure 3 is a side view showing the structure of the wire rope fixing device of the present invention, Figure 4 is a structure of the wire rope fixing device of the present invention Figure 5 is a perspective view, Figure 5 is a plan view showing the structure of the wire rope fixing device of the present invention, Figure 6 is an installation state diagram showing the structure of the wire rope fixing device of the present invention, Figure 7 is a wire of the present invention A diagram showing the operating state of the rope fixing device.
본 발명은 건축단지의 조경벽면의 낙석방지를 위하여 설치되고 망(100)과 와이어로프(101)로 구성되며, 상기 망(100)을 관통하여 사면에 체결되는 앙카(102)와, 상기 와이어로프(101)의 교차지점의 하면에 씌워지고 상기 앙카(102)가 삽입 고정되게 관통홀(112a)이 형성되어 상기 와이어로프(101)의 유동을 억제하는 정착구를 그 기본구조로 한다.The present invention is installed to prevent falling of the landscape wall surface of the building complex is composed of a net 100 and a wire rope 101, the anchor 102 is fastened to the slope through the net 100, and the wire rope A through hole 112a is formed on the lower surface of the intersection of 101 and the anchor 102 is inserted and fixed to restrain the flow of the wire rope 101 as a basic structure.
본 발명의 주요 구성은 도2와 도3에서 알 수 있듯이, 정착구(11)는 양측면에 경사지게 다수의 걸림턱(111a)이 형성되게 되고, 상기 걸림턱(111a)의 하단에 와이어로프(101)가 고정될 수 있도록 거치홈(111b)이 구비된 한쌍의 거치대(111)가 형성되게 되는 구조이다.As the main configuration of the present invention can be seen in Figures 2 and 3, the fixing unit 11 is formed with a plurality of locking jaw (111a) inclined on both sides, the wire rope 101 at the lower end of the locking jaw (111a) It is a structure in which a pair of holders 111 provided with mounting grooves 111b are formed to be fixed.
또한 굴곡지게 형성되고 와이어로프(101)를 감는 고정홀(121)이 형성되고 타측은 체결고리(122)가 형성된 한쌍의 체결구(12)와, 상기 체결구(12)의 체결고리(122)에 결합되는 결착고리(131)가 양측에 부설된 고탄성인장스프링(13)을 포함하여서 구성되는 것을 특징으로 하게 된다.In addition, the fixing hole 121 is formed to be bent and wound the wire rope 101 is formed and the other side is a pair of fasteners 12 formed with a fastening ring 122, the fastening ring 122 of the fastener 12 The binding ring 131 to be coupled to is characterized in that it comprises a high elastic tension spring (13) attached to both sides.
즉, 상기와 같은 구조의 본 발명은 사면의 특정부분에 많은 하중이 발생하여도 도7에서와 같이, 고탄성인장스프링(13)을 매개로 연결되며 서로 대향되게 설치된 와이어로프(101)의 일측에 많은 인장력이 발생할 경우 상기 인장력이 발생되는 와이어로프(101)가 거치대(111)의 상부로 이동하여 상부에 형성된 거치홈(111b)으로 이동하여 고정되게 됨으로써 인장력이 많이 발생한 와이어의 파쇄를 막을 수 있게 되는 것이다.That is, the present invention having the structure as described above is connected to the high elastic tension spring 13 via a high elastic tension spring 13 as shown in FIG. When a lot of tensile force occurs, the wire rope 101 is generated by moving to the upper portion of the cradle 111 is fixed to the mounting groove (111b) formed on the top to prevent the fracture of the wire generated a lot of tensile force It will be.
또한, 특정 부위의 와이어로프(101)가 느슨해진 경우에는 수동으로 와이어로프(101)를 잡아당겨 거치대(111)의 하부쪽 거치홈(111b)으로 이동시켜 고정하게 되는 구조이다.In addition, when the wire rope 101 of the specific part is loosened, the wire rope 101 is manually pulled to move to the lower mounting groove 111b of the holder 111 to be fixed.
즉, 상술한 바와 같이 사면으로 형성된 건축 조경벽면의 낙석방지망과 와이어로프를 설치함에 있어 서로 대향되는 와이어로프를 잡아주는 연결구를 고탄성 인장스프링으로 구성하고 또한 정착구의 좌우측벽인 거치대에 다수의 걸림턱을 형성하여 사면의 특정부분이 많은 하중을 받게 되더라도 자연스럽게 유동가능할 뿐 아니라 와이어로프를 조여줄 필요가 있을 경우 인위적으로 거치대의 거치홈을 정하여 와이어로프를 당겨서 고정할 수 있게 하여 사면의 특정부분에 다량의 낙석이 발생함으로써 그 부분에 많은 하중이 발생하여 망이 찢어지거나, 사면전체의 붕괴가 되는 것을 방지할 수 있게 된다.That is, as described above, when installing the rockfall prevention net and the wire rope of the building landscape wall surface formed as a slope, the connector for holding the wire ropes facing each other is composed of a high elastic tension spring and a plurality of locking jaws on the cradles which are the left and right walls of the anchorage. Even if a certain part of the slope is subjected to a lot of load, it is not only possible to flow naturally, but if it is necessary to tighten the wire rope, it is possible to artificially determine the mounting groove of the cradle so that the wire rope can be pulled and fixed to a large amount on a specific part of the slope. The fall of the rock causes a lot of loads to be generated on the part, and it is possible to prevent the net from tearing or collapse of the entire slope.
그리고 본 발명에 따른 건축 조경벽면의 와이어로프 고정장치는 첨부된 도면 및 구체적인 실시 예와 관련하여 설명하였지만, 본 발명은 이에 의하여 특별히 제한되는 것은 아니며 본 발명의 기술적 사상의 범위 내에서 당해 분야의 당업자에 의하여 다양한 변형이 이루어질 수 있다.And while the wire rope fixing device of the architectural landscape wall surface according to the present invention has been described with reference to the accompanying drawings and specific embodiments, the present invention is not particularly limited thereby, and those skilled in the art within the scope of the technical idea of the present invention Various modifications may be made by the method.
이상과 같이 구성되고 작용되는 본 발명은 대단위 건축단지의 조경벽면의 와이어로프의 교차지점에 설치되는 건축용 낙석방지 와이어로프 고정장치에 관한 것으로서, 사면으로 형성된 건축 조경벽면의 낙석방지망과 와이어로프를 설치함에 있어 서로 대향되는 와이어로프를 잡아주는 연결구를 고탄성 인장스프링으로 구성하고 또한 정착구의 좌우측벽인 거치대에 다수의 걸림턱을 형성하여 사면의 특정부분이 많은 하중을 받게 되더라도 자연스럽게 유동가능할 뿐 아니라 와이어로프를 조여줄 필요가 있을 경우 인위적으로 거치대의 거치홈을 정하여 와이어로프를 당겨서 고정할 수 있게 하여 사면의 특정부분에 다량의 낙석이 발생함으로써 그 부분에 많은 하중이 발생하여 망이 찢어지거나, 사면전체의 붕괴가 되는 것을 방지할 수 있게 된다.The present invention constituted and operated as described above relates to a rockfall prevention wire rope fixing device for building installed at the intersection of the wire rope of the landscaping wall surface of a large building complex, and installs the rockfall prevention net and wire rope of the building landscape wall surface formed by the slope It consists of a high elastic tension spring that connects wire ropes facing each other in the ship, and also forms a plurality of locking jaws in the cradles, which are the left and right side walls of the anchorage, so that even if a specific part of the slope is subjected to a large load, the wire rope can naturally flow. If it is necessary to tighten the wires artificially determine the mounting groove of the cradle can be fixed by pulling the wire rope to generate a large amount of rockfall on a specific part of the slope caused a lot of load on the part to tear the net or the entire slope It is possible to prevent the collapse of.
도 1a는 종래의 낙석방지 와이어로프 고정장치가 장착된 구조를 도시한 설치상태도.Figure 1a is an installation state showing a structure equipped with a conventional rockfall prevention wire rope fixing device.
도 1b는 종래의 낙석방지 와이어로프 고정장치를 도시한 사시도.Figure 1b is a perspective view showing a conventional rockfall prevention wire rope fixing device.
도 2는 본 발명의 와이어로프 고정장치의 구성요소를 도시한 분해사시도.Figure 2 is an exploded perspective view showing the components of the wire rope fixing device of the present invention.
도 3은 본 발명의 와이어로프 고정장치의 구조를 도시한 측면도.Figure 3 is a side view showing the structure of the wire rope fixing device of the present invention.
도 4는 본 발명의 와이어로프 고정장치의 구조를 도시한 사시도.Figure 4 is a perspective view showing the structure of the wire rope fixing device of the present invention.
도 5는 본 발명의 와이어로프 고정장치의 구조를 도시한 평면도.Figure 5 is a plan view showing the structure of the wire rope fixing device of the present invention.
도 6은 본 발명의 와이어로프 고정장치의 구조를 도시한 설치상태도.Figure 6 is an installation state showing the structure of the wire rope fixing device of the present invention.
도 7은 본 발명의 와이어로프 고정장치의 작동상태를 도시한 도면.7 is a view showing an operating state of the wire rope fixing device of the present invention.
<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>
10 : 와이어로프 고정장치 10: wire rope fixing device
11 : 정착구 12 : 체결구11: Fixture 12: Fastener
13 : 고탄성인장스프링 100 : 망13: high elastic tension spring 100: net
101 : 와이어로프 102 : 앙카101: wire rope 102: anchor
111 : 거치대 111a : 걸림턱 111: holder 111a: locking jaw
111b : 거치홈 112 : 밑판111b: mounting groove 112: base plate
112a : 관통홀 121 : 고정홀112a: through hole 121: fixing hole
122 : 체결고리 131 : 결착고리122: fastening ring 131: fastening ring
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2005-0012983A KR100529224B1 (en) | 2005-02-17 | 2005-02-17 | Apparatus of fix wirerope for protecting falling rock using architecture |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2005-0012983A KR100529224B1 (en) | 2005-02-17 | 2005-02-17 | Apparatus of fix wirerope for protecting falling rock using architecture |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20050023383A true KR20050023383A (en) | 2005-03-09 |
KR100529224B1 KR100529224B1 (en) | 2005-11-17 |
Family
ID=37230956
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR10-2005-0012983A KR100529224B1 (en) | 2005-02-17 | 2005-02-17 | Apparatus of fix wirerope for protecting falling rock using architecture |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR100529224B1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100859209B1 (en) * | 2008-04-02 | 2008-09-18 | 하리기술이십이 주식회사 | Net for rreventing falling rock |
KR20160004030U (en) * | 2015-05-15 | 2016-11-23 | 김종표 | The connection device of the wire rope |
US20220178093A1 (en) * | 2020-12-09 | 2022-06-09 | Southwest Jiaotong University | Throwing Toughness Buffer Mesh Unit for Rockfall Protection and Design Method of Critical Throwing Angle Thereof |
US11982060B1 (en) * | 2022-11-10 | 2024-05-14 | Railway Construction Research Institute, China Academy of Railway Science Group Co., Ltd. | Barrier structure for bearing high-energy impact and construction method thereof |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101228323B1 (en) | 2012-08-08 | 2013-02-06 | 주식회사 빌드넷 | Fixing means of wire preventing rock from dropping |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57130629A (en) * | 1981-02-06 | 1982-08-13 | Nittoku Kensetsu Kk | Laying of metal netting in slope protection work |
JPH0439297Y2 (en) * | 1987-06-15 | 1992-09-14 | ||
JP3390987B2 (en) * | 1997-12-26 | 2003-03-31 | 東京製綱株式会社 | Rope setting method for rock fall protection and rock fall protection net |
KR100262391B1 (en) * | 1998-03-26 | 2000-08-01 | 나재술 | A wire rope fixing method |
KR100353772B1 (en) * | 2000-07-13 | 2002-09-27 | 합자회사 광명산업안전공사 | Safety net for falling rock |
JP2002285559A (en) * | 2001-03-22 | 2002-10-03 | Nippon Steel Metal Prod Co Ltd | Slope stabilizing method and slope stabilizing apparatus |
KR100458020B1 (en) * | 2002-01-09 | 2004-11-26 | 박영식 | safety structure for road |
JP2004332278A (en) * | 2003-05-01 | 2004-11-25 | Nihon Samicon Co Ltd | Protection device of snow slide or falling stone |
KR200326748Y1 (en) * | 2003-06-09 | 2003-09-19 | 민원 | falling-stone prevention net |
KR100642141B1 (en) * | 2004-04-28 | 2006-11-06 | 재 술 나 | Structure for Fixation on Prevention Nets of Falling Rocks |
-
2005
- 2005-02-17 KR KR10-2005-0012983A patent/KR100529224B1/en not_active IP Right Cessation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100859209B1 (en) * | 2008-04-02 | 2008-09-18 | 하리기술이십이 주식회사 | Net for rreventing falling rock |
KR20160004030U (en) * | 2015-05-15 | 2016-11-23 | 김종표 | The connection device of the wire rope |
US20220178093A1 (en) * | 2020-12-09 | 2022-06-09 | Southwest Jiaotong University | Throwing Toughness Buffer Mesh Unit for Rockfall Protection and Design Method of Critical Throwing Angle Thereof |
US11982060B1 (en) * | 2022-11-10 | 2024-05-14 | Railway Construction Research Institute, China Academy of Railway Science Group Co., Ltd. | Barrier structure for bearing high-energy impact and construction method thereof |
US20240167235A1 (en) * | 2022-11-10 | 2024-05-23 | Railway Construction Research Institute, China Academy of Railway Science Group Co., Ltd. | Barrier structure for bearing high-energy impact and construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
KR100529224B1 (en) | 2005-11-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5384993A (en) | Tie down for building structures | |
JP5358028B1 (en) | Slope protection structure and protection method | |
KR100529224B1 (en) | Apparatus of fix wirerope for protecting falling rock using architecture | |
KR100912200B1 (en) | Independent fixing tool of wire lope for falling rock preventing | |
KR102019396B1 (en) | Apparatus of prevention against falling stone | |
KR100976269B1 (en) | Bracket of wire lope for rockslide preventing net and constructing method of rockslide preventing net using this | |
JP3479516B2 (en) | Slope stabilization method and slope stabilization device | |
KR200387409Y1 (en) | Fixing apparatus of wire rope | |
US6502663B2 (en) | Rebar anchorage system for horizontal lifeline | |
JPH11193510A (en) | Rope stretching method for rockfall prevention work and rockfall prevention net | |
KR100529504B1 (en) | Apparatus of fix wirerope for protecting falling rock using architecture | |
KR200384167Y1 (en) | Fixing apparatus of Wire for prevention net with a falling rock | |
JP4999773B2 (en) | Slope stabilization method and bearing member used therefor | |
JP4583343B2 (en) | Anchor structure and rope anchor guide member | |
KR20060135582A (en) | Falling rock net with disjoint wire rope | |
JP2017014799A (en) | Movement prevention method and system for slope frame | |
JP2004211459A (en) | Earth retaining structure | |
JP6230854B2 (en) | Net structure and its construction method | |
JP6431163B2 (en) | Construction method for prevention of collapsing of soundproofing soundproof wall and soundproofing plate of soundproofing wall | |
KR100205621B1 (en) | Installation method and apparatus of protection fence for prevention against falling stone | |
KR200346218Y1 (en) | The thing device which tightens a wire rope of falling rock prevention pence | |
KR200367019Y1 (en) | Wire clamp for a falling rock preventing net | |
KR100939441B1 (en) | A net prevention falling lock using a fixing device | |
KR200197289Y1 (en) | Fence for preventing falling stones | |
KR200362980Y1 (en) | A reinforcement structure by anchoring & tensioning steel strand. |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
A302 | Request for accelerated examination | ||
N231 | Notification of change of applicant | ||
E902 | Notification of reason for refusal | ||
E701 | Decision to grant or registration of patent right | ||
N231 | Notification of change of applicant | ||
N231 | Notification of change of applicant | ||
GRNT | Written decision to grant | ||
FPAY | Annual fee payment |
Payment date: 20121112 Year of fee payment: 8 |
|
FPAY | Annual fee payment |
Payment date: 20131108 Year of fee payment: 9 |
|
LAPS | Lapse due to unpaid annual fee |