KR100384232B1 - Supporting structure of a wire rope for a net against a rock-slide - Google Patents

Supporting structure of a wire rope for a net against a rock-slide Download PDF

Info

Publication number
KR100384232B1
KR100384232B1 KR10-2000-0069364A KR20000069364A KR100384232B1 KR 100384232 B1 KR100384232 B1 KR 100384232B1 KR 20000069364 A KR20000069364 A KR 20000069364A KR 100384232 B1 KR100384232 B1 KR 100384232B1
Authority
KR
South Korea
Prior art keywords
wire rope
fastening
lower plate
support
hole
Prior art date
Application number
KR10-2000-0069364A
Other languages
Korean (ko)
Other versions
KR20020039515A (en
Inventor
재 술 나
Original Assignee
주식회사 고산엔지니어링
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 주식회사 고산엔지니어링 filed Critical 주식회사 고산엔지니어링
Priority to KR10-2000-0069364A priority Critical patent/KR100384232B1/en
Publication of KR20020039515A publication Critical patent/KR20020039515A/en
Application granted granted Critical
Publication of KR100384232B1 publication Critical patent/KR100384232B1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/202—Securing of slopes or inclines with flexible securing means
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E02D5/808—Ground anchors anchored by using exclusively a bonding material
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • E02D2300/0034—Steel; Iron in wire form

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

본 발명은 낙석방지망용 와이어로프 지지구조에 관한 것으로, 사면(10)에 낙석방지망(20)을 덮은 상태에서 와이어로프(21) 교차지점에 지지공(11)을 천공하고 지지공(11)의 내부에 그라우팅 하여 고정시키는 지지관(110)과, 상기 지지관(110)의 내주연에 체결시키는 네일(120)과, 상기 네일(120)의 상부에 결합시키는 하부판(130)과, 상기 하부판(130)의 상부에 체결하되 와이어로프(21)의 교차부분이 하부판(130)의 상부에 올려진 상태에서 체결하는 상부판(140)과, 상기 상, 하부판(140,130)을 체결하는 메인체결수단(150)과, 상기 상, 하부판(140, 130) 사이에 충진시키는 몰딩물(160)로 구성하므로 낙석방지망에 표면에 설치되는 와이어로프의 교차부분에서 와이어로프가 움직임 없도록 견고하게 고정시켜 낙석방지효과를 극대화시킬 수 있을 뿐만 아니라 와이어로프의 교차부분에 견고하게 결합된 지지구를 사면에 그라우팅 하여 견고하게 고정하므로 낙석방지망의 지지력을 극대화시키는 효과가 있다.The present invention relates to a wire rope support structure for rockfall prevention net, perforating the support hole 11 at the intersection of the wire rope 21 in a state in which the rockfall prevention net (20) is covered on the slope (10) of the support hole (11) The support tube 110 to be fixed by grouting inside, the nail 120 to be fastened to the inner circumference of the support tube 110, the lower plate 130 to be coupled to the upper portion of the nail 120, and the lower plate ( The upper plate 140 to be fastened to the upper portion of the upper portion of the wire rope 21, but the upper portion of the lower plate (130) is fastened to the upper portion of the lower plate 130, the main fastening means for fastening the upper and lower plates (140, 130) ( 150) and the moldings 160 filling the upper and lower plates 140 and 130, so that the wire rope is firmly fixed at the intersection of the wire ropes installed on the surface of the rockfall prevention network, thereby preventing the rockfall. Not only maximizes the Minutes firmly support the grouting on the earth surface coupled to the firmly fixed, so has the effect of maximizing the force of the falling rocks bangjimang.

Description

낙석방지망용 와이어로프 지지구조{Supporting structure of a wire rope for a net against a rock-slide}Supporting structure of a wire rope for a net against a rock-slide}

본 발명은 낙석방지망용 와이어로프 지지구조에 관한 것으로, 상세하게는 낙석지역 등의 사면을 설치되는 낙석보호망을 견고하게 지지할 수 있도록 하여 낙석 방지효과를 극대화시킬 수 있도록 하는 낙석방지망용 와이어로프 지지구조에 관한 것이다.The present invention relates to a wire rope support structure for a rockfall prevention network, and in particular, to support a rockfall protection net installed on a slope of a rockfall area or the like, so that the rockfall prevention net wire rope support can be maximized. It's about structure.

일반적으로 낙석이 우려되는 지역에는 사면에 낙석방지망을 덮고 상면에 와이어로프를 가로와 세로로 다수개 설치하여 와이어로프의 교차 부분을 고정시켜 낙석방지망을 견고하게 지지하므로 사면에서 발생될 수 있는 낙석으로부터의 안전사고를 방지하도록 하였다.Generally, in the area where rockfall is concerned, cover the rockfall protection net on the slope and install multiple wire ropes horizontally and vertically on the upper surface to fix the cross section of the wire rope to firmly support the rockfall prevention net. To prevent safety accidents.

이러한 종래의 기술은 낙석방지망을 장기간 설치되는 경우에는 와이어로프의 교차지점이 상호 마찰로 녹이 발생되기 쉽고 교차부분의 고정이 완전하지 못하여낙석방지효과를 저하시키는 문제점이 있었다.Such a conventional technique has a problem in that when the rockfall prevention net is installed for a long time, the intersection points of the wire ropes are easily rusted due to mutual friction, and the fixing of the intersection parts is not complete, thereby lowering the rockfall prevention effect.

특히, 와이어로프의 교차부분을 견고하게 고정시켜 와이어로프의 움직임을 방지하도록 하여야 함에도 불구하고 약간의 압력 증가에도 쉽게 고정상태가 해제되는 문제점이 있었다.In particular, despite having to firmly fix the intersection of the wire rope to prevent the movement of the wire rope, there was a problem that the fixed state is easily released even under a slight pressure increase.

따라서 본 발명의 주 목적은 낙석방지망에 표면에 설치되는 와이어로프의 교차부분에서 와이어로프가 움직임 없도록 견고하게 고정시켜 낙석방지효과를 극대화시킬 수 있도록 하는 낙석방지망용 와이어로프 지지구조를 제공하는 데 있다.Therefore, the main object of the present invention is to provide a wire rope support structure for rockfall prevention net to maximize the rockfall prevention effect by fixing the wire rope firmly so as not to move at the intersection of the wire rope installed on the surface of the rockfall prevention net. .

본 발명의 다른 목적은 와이어로프의 교차부분에 견고하게 결합된 지지구를 사면에 견고하게 고정시켜 낙석방지망의 지지력을 극대화시킬 수 있도록 하는 낙석방지망용 와이어로프 지지구조를 제공하는 데 있다.Another object of the present invention is to provide a rockfall prevention net wire rope support structure that can be firmly fixed to the slope of the support coupled to the intersection of the wire rope to maximize the bearing capacity of the rockfall prevention net.

도 1 은 본 발명에 따른 낙석방지망용 와이어로프 지지구조를 설명하기 위하여 나타낸 전체 사시도.Figure 1 is an overall perspective view showing to explain the wire rope support structure for rockfall protection net according to the present invention.

도 2 는 본 발명에 따른 낙석방지망용 와이어로프 지지구조를 설명하기 위하여 나타낸 상세 단면도.Figure 2 is a detailed cross-sectional view shown for explaining the wire rope support structure for rockfall protection net according to the present invention.

도 3 은 본 발명에 따른 낙석방지망용 와이어로프 지지구조를 분해하여 나타낸 분해사시도.Figure 3 is an exploded perspective view showing the decomposition of the wire rope support structure for rockfall protection network according to the present invention.

*도면의 주요 부분의 부호의 설명*Explanation of symbols of main part of drawing

10 : 사면 11 : 지지공10: slope 11: support ball

20 : 낙석방지망 21 : 와이어로프20: Rockfall prevention network 21: Wire rope

100 : 지지구 110 : 지지관100: support 110: support tube

111 : 암나사부 120 : 네일111: female thread 120: nail

121 : 머리부 122 : 수나사부121: head portion 122: male thread portion

130 : 하부판 131 : 요철가이드홈130: lower plate 131: uneven guide groove

132 : 체결공 133 : 홈부132: fastener 133: groove

134 : 구멍 140 : 상부판134: hole 140: top plate

141 : 요철가이드홈 142 : 체결공141: uneven guide groove 142: fastening hole

143 : 홈부 144 : 나사공143: groove 144: screw hole

145 : 가압볼트 150 : 메인체결수단145: pressure bolt 150: main fastening means

160 : 몰딩물160: moldings

이러한 목적을 달성하기 위하여 본 발명의 낙석방지망용 와이어로프 지지구조는 사면에 그라우팅 하여 고정시키는 지지관과, 와이어로프를 고정시키는 상, 하부판과, 상기 하부판을 결합되고 지지관에 체결하는 네일과, 상기 상, 하부판 사이에 충진시키는 몰딩물로 구성함을 그 기술적 구성상의 기본 특징으로 한다.In order to achieve the above object, the wire rope support structure for rockfall prevention network of the present invention includes: a support tube for grouting and fixing the slope, upper and lower plates for fixing the wire rope, and a nail for coupling the lower plate to the support tube; Comprising the molding between the upper plate, the lower plate is characterized by the technical features of the construction.

위와 같이 구성된 본 고안의 바람직한 실시 예를 첨부된 도면을 참조하면서 상세히 설명하면 다음과 같다.When described in detail with reference to the accompanying drawings a preferred embodiment of the present invention configured as described above are as follows.

도 1 은 본 발명에 따른 낙석방지망용 와이어로프 지지구조를 설명하기 위하여 나타낸 전체 사시도이고, 도 2 는 본 발명에 따른 낙석방지망용 와이어로프 지지구조를 설명하기 위하여 나타낸 상세 단면도이며, 도 3 은 본 발명에 따른 낙석방지망용 와이어로프 지지구조를 분해하여 나타낸 분해사시도이다.Figure 1 is an overall perspective view shown to explain the wire rope support structure for rockfall prevention network according to the present invention, Figure 2 is a detailed cross-sectional view shown for explaining the wire rope support structure for rockfall protection network according to the present invention, Figure 3 Is an exploded perspective view showing the decomposition of the wire rope support structure for rockfall protection net according to the invention.

도 1 내지 도 3 에 나타낸 바와 같이, 본 발명의 낙석방지망용 와이어로프 지지구조는 사면(10)에 낙석방지망(20)을 덮은 상태에서 와이어로프(21) 교차지점에 지지공(11)을 천공하고 지지공(11)의 내부에 그라우팅 하여 고정시키는 지지관(110)과, 상기 지지관(110)의 내주연에 체결시키는 네일(120)과, 상기 네일(120)의 상부에 결합시키는 하부판(130)과, 상기 하부판(130)의 상부에 체결하되 와이어로프(21)의 교차부분이 하부판(130)의 상부에 올려진 상태에서 체결하는 상부판(140)과, 상기 상, 하부판(140,130)을 체결하는 메인체결수단(150)과, 상기 상, 하부판(140, 130) 사이에 충진시키는 몰딩물(160)로 구성한다.As shown in Figures 1 to 3, the rockfall protection net wire rope support structure of the present invention perforated the support hole 11 at the intersection of the wire rope 21 in the state covered with the rockfall prevention net 20 on the slope 10 And a support tube 110 for fixing by grouting the inside of the support hole 11, a nail 120 fastened to an inner circumference of the support tube 110, and a lower plate coupled to an upper portion of the nail 120. 130 and the upper plate 140 which is fastened to an upper portion of the lower plate 130 and fastened in a state where an intersection of the wire rope 21 is placed on the upper portion of the lower plate 130, and the upper and lower plates 140 and 130. The main fastening means 150 for fastening and the moldings 160 to be filled between the upper and lower plates 140 and 130.

상기 지지관(110)은 내주연에 암나사부(111)를 형성하고 하단을 차단되게 하여 사면(10)에 그라우팅 할 때 타살되는 콘크리트 내부에 유입되는 것을 방지하도록 함이 바람직하다.The support pipe 110 is preferably formed to the female threaded portion 111 on the inner circumference to prevent the lower end to be prevented from flowing into the concrete being grouted when grouting on the slope (10).

상기 네일(120)은 상단에 머리부(121)를 형성하고 외주연에 수나사부(122)를 형성하여 지지관(110)의 내주연에 형성된 암나사부(111)에 체결되도록 한다.The nail 120 forms a head 121 at an upper end and a male thread part 122 at an outer circumference thereof to be fastened to the female thread 111 formed at an inner circumference of the support tube 110.

여기서 네일(120)의 머리부(121)는 상면에 돌출되게 형성하되 결합 후에 하부판(130)의 상면 보다 상측으로 돌출되게 하여 상부판(140)의 체결시 와이어로프(21)에 대한 가압력이 극대화되도록 함이 바람직하다.Here, the head 121 of the nail 120 is formed to protrude on the upper surface, but after coupling to protrude upward than the upper surface of the lower plate 130 to maximize the pressing force on the wire rope 21 when the upper plate 140 is fastened. Preferably.

상기 하부판(130)은 상면에 십자형상으로 와이어로프(21)를 가이드하는 요철가이드홈(131)을 형성하고 중앙에 하향으로 홈부(133)를 형성하되 홈부(133)의 중앙에 구멍(134)을 천공하여 네일(120)을 관통시킬 수 있도록 함과 동시에 머리부(121)가 걸려 결합될 수 있도록 한다.The lower plate 130 forms an uneven guide groove 131 for guiding the wire rope 21 in a cross shape on the upper surface thereof, and forms a groove portion 133 downward in the center thereof, and has a hole 134 in the center of the groove portion 133. Perforations to allow the nail 120 to penetrate and at the same time the head 121 to be caught and coupled.

나아가, 하부판(130)의 전후좌우에는 체결공(132)을 각각 형성한다.Furthermore, fastening holes 132 are formed in front, rear, left, and right sides of the lower plate 130, respectively.

상기 상부판(140)은 저면에 하부판(130)의 요철가이드홈(131)과 대응되는 요철가이드홈(141)을 형성하고 중앙에 상향으로 홈부(143)를 형성하되 홈부(143)에 나사공(144)을 천공하고 나사공(145)에 와이어로프(21)를 가압하는 가압볼트(145)를 체결한다.The upper plate 140 is formed on the bottom surface of the concave-convex guide groove 131 corresponding to the concave-convex guide groove 131 of the lower plate 130 and to form the groove 143 upward in the center, but the screw hole in the groove Drill 144 and fasten the pressure bolt 145 to press the wire rope 21 to the screw hole (145).

더불어, 상부판(140)의 전후 좌우에는 체결공(142)을 각각 형성시키되 하부판(130)의 체결공(132)과 대응되게 한다.In addition, the fastening holes 142 are respectively formed on the front, rear, left, and right sides of the upper plate 140 to correspond to the fastening holes 132 of the lower plate 130.

상기 메인체결수단(150)은 상, 하부판(140, 130)을 체결공(142)을 통하여 결합시키되 U-볼트를 사용하여 체결함이 바람직하다.The main fastening means 150 is coupled to the upper and lower plates 140 and 130 through the fastening hole 142, but is fastened using a U-bolt.

상기 몰딩물(160)은 체결된 지지구(100)의 상, 하부판(140, 130) 사이에 충진시켜 와이어로프(21)의 교차부분을 몰딩시키는 것으로 구입 및 가격이 저렴한 에폭시를 사용함 바람직하나 그 재질을 한정하는 것은 아니다.The molding 160 is filled between the upper and lower plates 140 and 130 of the fastener 100 fastened to mold an intersection portion of the wire rope 21, so that an epoxy which is inexpensive to purchase and uses is preferably used. It does not limit the material.

이러한 본 발명의 작용을 설명하면 다음과 같다.Referring to the operation of the present invention as follows.

먼저, 낙석이 우려되는 사면(10)에 낙석방지망(20)에 낙석방지망(20)을 덮고 그 상면에 와이어로프(21)를 상호 교차시켜 고정시킨다.First, to cover the rockfall prevention net 20 on the rockfall prevention net 20 on the slope 10 is anxious to fall, and fixed to cross the wire rope 21 on the upper surface.

와이어로프(21)의 설치가 완료되면 와이어로프(21) 교차지점 사면(10)에 지지공(11)을 천공하고 지지공(11)의 내부에 지지관(110)을 그라우팅 하여 견고하게 지중에 설치한다.When the installation of the wire rope 21 is completed, the support hole 11 is drilled on the slope 10 of the wire rope 21 intersection point, and the support pipe 110 is grouted inside the support hole 11 to firmly support the ground. Install.

이러한 상태에서 하부판(130)의 홈부(133)에 형성된 구멍(134)에 네일(120)을 끼운 다음 지지관(110)의 암나사부(111)에 네일(120)의 수나사부(122)를 체결하므로 사면(10)에 하부판(130)이 견고하게 지지된다.In this state, the nail 120 is inserted into the hole 134 formed in the groove 133 of the lower plate 130, and then the male threaded portion 122 of the nail 120 is fastened to the female threaded portion 111 of the support tube 110. Therefore, the lower plate 130 is firmly supported on the slope 10.

여기서 교차된 와이어로프(21)를 하부판(130)의 요철가이드홈(131)에 끼우고 그 상측에 상부판(140)을 덮어 상부판(140)의 요철가이드홈(141)에 교차된 와이어로프(21)가 위치되게 일치시킨 다음 체결공(132, 142)을 통하여 메인체결수단(150)으로 상, 하부판(140, 130)을 체결한다.Here, the wire rope 21 intersected is inserted into the concave-convex guide groove 131 of the lower plate 130, and the upper wire 140 is covered on the upper side thereof so that the wire rope intersects with the concave-convex guide groove 141 of the upper plate 140. After the 21 is aligned so as to fasten the upper and lower plates 140 and 130 to the main fastening means 150 through the fastening holes 132 and 142.

이때, 상, 하부판(140, 130)의 체결로 인하여 그 사이에 위치한 와이어로프(21)의 교차부분을 가압하게 되는데 요철가이드홈(131, 141)과 상측으로 돌출된 네일(120)의 머리부(121)로 인하여 교차점이 상측으로 휘어지면서 견고하게 교차상태를 유지하게 된다.At this time, due to the fastening of the upper and lower plates (140, 130) to press the intersection of the wire rope 21 located between the uneven guide grooves (131, 141) and the head of the nail 120 protruding upwards Due to the 121, the intersection is bent upwards to maintain the intersection state firmly.

나아가, 상부판(140)에 나사공(144)에 가압볼트(145)를 체결하여 와이어로프(21)의 교차점을 가압하고 상부판(140)과 하부판(130)의 사이에 몰딩물(160)을 충진시키므로 교차점이 더욱더 견고하게 지지되고 공기와의 접촉을 막아 쉽게 훼손되는 것을 방지하도록 한다.Further, the pressure bolt 145 is fastened to the screw hole 144 on the upper plate 140 to press the intersection point of the wire rope 21 and the molding 160 between the upper plate 140 and the lower plate 130. This ensures that the intersection is more firmly supported and prevents contact with air to prevent damage.

한편 이러한 지지구(100)는 와이어로프(21)의 교차 부분을 사면(10)에 그라우팅 하여 견고하게 고정시키므로 전체 낙석방지망(20)의 지지력을 극대화시켜 낙석방지 크게 향상시킨다.On the other hand, since the support 100 is firmly fixed by grouting the intersection of the wire rope 21 on the slope 10, it maximizes the support of the entire rockfall prevention net 20 to greatly improve the prevention of falling.

이상에서 살펴본 바와 같이, 본 발명의 낙석방지망용 와이어로프 지지구조는 사면(10)에 낙석방지망(20)을 덮은 상태에서 와이어로프(21) 교차지점에 지지공(11)을 천공하고 지지공(11)의 내부에 그라우팅 하여 고정시키는 지지관(110)과, 상기 지지관(110)의 내주연에 체결시키는 네일(120)과, 상기 네일(120)의 상부에 결합시키는 하부판(130)과, 상기 하부판(130)의 상부에 체결하되 와이어로프(21)의 교차부분이 하부판(130)의 상부에 올려진 상태에서 체결하는 상부판(140)과, 상기 상, 하부판(140,130)을 체결하는 메인체결수단(150)과, 상기 상, 하부판(140, 130) 사이에 충진시키는 몰딩물(160)로 구성하므로 낙석방지망에 표면에 설치되는 와이어로프의 교차부분에서 와이어로프가 움직임 없도록 견고하게 고정시켜 낙석방지효과를 극대화시킬 수 있을 뿐만 아니라 와이어로프의 교차부분에 견고하게 결합된 지지구를 사면에 그라우팅 하여 견고하게 고정하므로 낙석방지망의 지지력을 극대화시키는 효과가 있다.As described above, the wire rope support structure for rockfall protection net of the present invention perforated the support hole 11 at the intersection of the wire rope 21 in the state covered with the rockfall prevention net 20 on the slope 10 and the support hole ( 11, a support tube 110 for grouting and fixing in the interior, a nail 120 for fastening to the inner circumference of the support tube 110, a lower plate 130 for coupling to the upper portion of the nail 120, The main plate fastening to the upper portion of the lower plate 130, the upper plate 140 for fastening in the state where the intersection of the wire rope 21 is placed on the upper portion of the lower plate 130, and the upper and lower plates (140,130) Since the fastening means 150 and the moldings 160 filling the upper and lower plates 140 and 130 are secured, the wire rope is firmly fixed so that the wire rope is not moved at the intersection of the wire rope installed on the surface of the rockfall prevention network. Wye not only maximizes the impact of falling Grouting the support firmly bonded to the intersection of the rope on the earth surface and firmly fixed so has the effect of maximizing the force of the falling rocks bangjimang.

Claims (2)

사면(10)에 낙석방지망(20)을 덮은 상태에서 와이어로프(21) 교차지점에 지지공(11)을 천공하고 지지공(11)의 내부에 그라우팅 하여 고정시키되 내주연에 암나사부(111)를 형성시킨 지지관(110)과,In the state covering the rockfall prevention net 20 on the slope 10, the support hole 11 at the intersection of the wire rope 21 is drilled and grouted and fixed inside the support hole 11, but the internal thread portion 111 on the inner circumference Support tube 110 formed with a, 상기 지지관(110)의 내주연 암나사부(111)에 체결하는 수나사부(121)를 형성하고 상단에 상향으로 만곡시켜 돌출시킨 머리부(121)를 형성시킨 네일(120)과,A nail 120 having a male screw portion 121 fastened to the inner circumferential female screw portion 111 of the support tube 110 and curved upward at an upper portion thereof to form a protruding head 121; 상기 네일(120)을 끼우는 구멍(134)을 중앙에 하향으로 형성된 홈부(133)에 형성시키고 상면에 와이어로프(21)를 끼우는 십자형상의 요철가이드홈(131)을 형성시키되 전후좌우에 체결공(132)을 각각 형성시킨 하부판(130)과,A hole 134 for fitting the nail 120 is formed in the groove portion 133 formed downward in the center, and a cross-shaped uneven guide groove 131 for inserting the wire rope 21 is formed on the upper surface, and the fastening hole (front, left, right) ( 132 and the lower plate 130, respectively, 상기 하부판(130)의 상부에 체결하되 저면에 하부판(130)의 요철가이드홈(131)과 대응되는 십자형상의 요철가이드홈(141)을 형성하되 전후좌우에 하부판(130)의 체결공(132)과 대응되는 체결공(142)을 형성시킨 상부판(140)과,Fastening to the upper portion of the lower plate 130 but to form a cross-shaped concave-convex guide groove 141 corresponding to the concave-convex guide groove 131 of the lower plate 130, the fastening hole 132 of the lower plate 130 in front, rear, left and right The upper plate 140 and the fastening hole 142 corresponding to the formed, 상기 상, 하부판(140,130)을 체결공(132, 142)을 통하여 체결하는 메인체결수단(150)과,Main fastening means 150 for fastening the upper and lower plates 140 and 130 through fastening holes 132 and 142; 상기 상, 하부판(140, 130) 사이에 충진시켜 와이어로프(21)를 몰딩시키는 몰딩물(160)로 구성한 것을 특징으로 하는 낙석방지망용 와이어로프 지지구조.Filling between the upper and lower plates 140 and 130, the wire rope support structure for rockfall prevention network, characterized in that consisting of a molding 160 for molding the wire rope (21). 제 1 항에 있어서,The method of claim 1, 상기 상부판(140)은 중앙에 상향으로 홈부(143)를 형성하되 홈부(143)에 나사공(144)을 천공하고 나사공(145)에 와이어로프(21)를 가압하는 가압볼트(145)를 체결하여 구성한 것을 특징으로 하는 낙석방지망용 와이어로프 지지구조.The upper plate 140 is formed with a groove 143 upward in the center but bores the screw hole 144 in the groove 143 and the pressure bolt 145 for pressing the wire rope 21 to the screw hole 145. Rock rope support structure for rockfall prevention network, characterized in that configured by fastening.
KR10-2000-0069364A 2000-11-21 2000-11-21 Supporting structure of a wire rope for a net against a rock-slide KR100384232B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR10-2000-0069364A KR100384232B1 (en) 2000-11-21 2000-11-21 Supporting structure of a wire rope for a net against a rock-slide

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR10-2000-0069364A KR100384232B1 (en) 2000-11-21 2000-11-21 Supporting structure of a wire rope for a net against a rock-slide

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR2020010007223U Division KR200234904Y1 (en) 2001-03-16 2001-03-16 Supporting structure of a wire rope for a net against a rock-slide

Publications (2)

Publication Number Publication Date
KR20020039515A KR20020039515A (en) 2002-05-27
KR100384232B1 true KR100384232B1 (en) 2003-05-22

Family

ID=19700387

Family Applications (1)

Application Number Title Priority Date Filing Date
KR10-2000-0069364A KR100384232B1 (en) 2000-11-21 2000-11-21 Supporting structure of a wire rope for a net against a rock-slide

Country Status (1)

Country Link
KR (1) KR100384232B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101589485B1 (en) * 2015-07-13 2016-01-28 주식회사 수아이텍 structure for fixation on prevention nets of falling rocks

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020058928A (en) * 2000-12-30 2002-07-12 재 술 나 constructing method for protecting and enforcing the slope
KR100458963B1 (en) * 2001-11-07 2004-12-03 김유신 Plant tree structure for surface of slope surface
KR100689080B1 (en) * 2004-11-19 2007-03-08 주식회사 오륙개발 A method of construction for reinforcement and landscape architecture to an incline plane
KR100607881B1 (en) * 2006-01-23 2006-08-03 주식회사 도화종합기술공사 Adhere apparatus closely to wire for binding up ship
KR100675520B1 (en) * 2006-07-10 2007-01-30 주식회사 동우 이앤씨 건축사사무소 Construction of slope for appartment house
KR100942534B1 (en) * 2007-11-13 2010-02-12 김기욱 Structure for bundle nail of poor ground stabilty
KR101024362B1 (en) * 2008-12-24 2011-03-23 주식회사 강산 Bundle nail method of poor ground stabilty

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101589485B1 (en) * 2015-07-13 2016-01-28 주식회사 수아이텍 structure for fixation on prevention nets of falling rocks

Also Published As

Publication number Publication date
KR20020039515A (en) 2002-05-27

Similar Documents

Publication Publication Date Title
KR200234904Y1 (en) Supporting structure of a wire rope for a net against a rock-slide
KR100384232B1 (en) Supporting structure of a wire rope for a net against a rock-slide
KR100930829B1 (en) Pannel have rockbolt coupler
KR100592720B1 (en) Breast wall construction of assembly type for road
KR101265226B1 (en) Using corn as a gap steel nail and its construction methods
JP5132009B1 (en) Nut for fixing used in slope stabilization method, slope stabilization structure using the same, and slope stabilization method
KR101633289B1 (en) Head anchor device of micro pile and reinforced method of foundation concrete using the same
KR200387409Y1 (en) Fixing apparatus of wire rope
KR100906661B1 (en) Street light foundation
KR200449724Y1 (en) Rock bolt for underground hole
KR101426611B1 (en) The retaining wall structure to equip cap and anchor material
KR100399554B1 (en) fixing part of intersection of a wire lope preventing a falling stone
KR100466491B1 (en) Rock bolt linking reinforcement equipment
KR102398371B1 (en) Fixing agent construction type anchor bolt unit
KR100721604B1 (en) Capping device for soil Nail
KR200234914Y1 (en) fixing part of intersection of a wire lope preventing a falling stone
KR100629944B1 (en) A wire fixing device for preventing stones from polling down
KR20040052681A (en) Structure for Fixation on Prevention Nets of Falling Rocks
KR100483967B1 (en) Wire block for reinforcing and protecting the slope
KR200290213Y1 (en) Locking device of anchor bolt
KR200335042Y1 (en) An apparatus for fixing the wire rope of stone falling prevention net
KR200234916Y1 (en) fixing part of intersection of a wire lope preventing a falling stone
KR102612246B1 (en) Soil nailing structure for permanent slope reinforcement
KR100386977B1 (en) fixing part of intersection of a wire lope preventing a falling stone
JP4443992B2 (en) Installation basic block of vending machine and its fixing method

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
N231 Notification of change of applicant
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20060421

Year of fee payment: 4

LAPS Lapse due to unpaid annual fee