KR100654633B1 - Architecture falling lock prevention net of railroad - Google Patents

Architecture falling lock prevention net of railroad Download PDF

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Publication number
KR100654633B1
KR100654633B1 KR1020060078474A KR20060078474A KR100654633B1 KR 100654633 B1 KR100654633 B1 KR 100654633B1 KR 1020060078474 A KR1020060078474 A KR 1020060078474A KR 20060078474 A KR20060078474 A KR 20060078474A KR 100654633 B1 KR100654633 B1 KR 100654633B1
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South Korea
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pipe
rockfall
connecting ring
wire
connecting rings
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KR1020060078474A
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Korean (ko)
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문병권
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주식회사 도화종합기술공사
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices 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
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • E01F7/045Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/24Connections for attaching additional wire to frames, posts or railings

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  • 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 falling stone prevention net structure of a railroad track is provided to prevent a fence from being broken and to prevent stone from falling down on a railroad track by installing a prevention net of falling stone on the backside of a fence and holding up the falling stone on the prevention net of falling stone. A falling stone prevention net structure of a railroad track comprises a primary fixing ring welded to the top of the backside of a fence(18), a secondary fixing ring(120) welded to the bottom of the backside of the fence, a primary pipe(130) provided with primary connecting rings(131) to connect with the primary fixing ring by connection wires, a secondary pipe(140) provided with secondary connecting rings(141) to connect with the primary connecting rings of the primary pipe by tension wires(180) and the secondary fixing rings with a control wire(190), a third pipe(150) provided with third connecting rings(151) to connect with the secondary connecting rings of the secondary pipe by tension wires, a permanent anchor coupled with the third connecting rings of the third pipe and fixed on a slope of a railroad track(10) by grouting, and a prevention net(170) of falling stone coupled to the top of the tension wire, wherein X-shaped reinforcement wires(200) are installed on the secondary connecting rings of the secondary pipe and the primary connecting rings of the primary pipe, and the third connecting rings of the third pipe and the secondary connecting rings of the secondary pipe.

Description

철도 선로의 낙석 받이망 구조{Architecture falling lock prevention net of railroad}Architecture falling lock prevention net of railroad

도 1은 일반적인 철도 선로가 낙석에 의해 기차가 전복되는 상태를 설명하는 도면,1 is a view illustrating a state in which a general railroad track is overturned by a rockfall;

도 2는 본 발명에 따른 철도 선로의 낙석 받이망 구조의 구성을 나타낸 사시도,Figure 2 is a perspective view showing the configuration of the rockfall receiving network structure of the railway track according to the present invention,

도 3은 본 발명에 따른 철도 선로의 낙석 받이망 구조의 구성을 나타낸 측면도,Figure 3 is a side view showing the configuration of the rockfall receiving network structure of the railway track according to the present invention,

도 4는 본 발명에 따른 철도 선로의 낙석 받이망 구조가 적용된 모습을 나타낸 사용 상태도.Figure 4 is a use state showing the appearance of the rockfall receiving network structure of the railroad track according to the present invention is applied.

<도면의 주요 부분에 관한 부호의 설명><Explanation of symbols on main parts of the drawings>

18 : 낙석방지 펜스 20 : 낙석18: rockfall prevention fence 20: rockfall

110 : 제 1체결 고리 120 : 제 2체결 고리110: first fastening ring 120: second fastening ring

130 : 제 1파이프 140 : 제 2파이프130: first pipe 140: second pipe

150 : 제 3파이프 160 : 영구 앵커150: third pipe 160: permanent anchor

170 : 낙석 방지망170: rockfall protection net

본 발명은 철도 선로의 낙석 받이망 구조에 관한 것으로서, 상세하게는 펜스의 배면에 설치되어 낙석을 받도록 하는 철도 선로의 낙석 받이망 구조에 관한 것이다.The present invention relates to a rockfall receiving network structure of a railroad track, and more particularly, to a rockfall receiving network structure of a railroad track that is installed on the back of a fence to receive rockfall.

일반적으로 철도 선로에 위치한 절개지 성토경사면에서는 빗물에 의한 침식 또는 자연적인 침하현상 등에 의해 다량의 토양과 낙석 등을 도로 상으로 유실 및 슬라이딩시키는 문제현상을 자주 발생시키게 되므로 막대한 예산을 투입하여 법면에 잔디등과 같은 지피식물을 활착시키거나 도로변에 이를 저지할 수 있도록 하는 낙석방지휀스를 필수적으로 설치하고 있다.In general, inclined land slopes located on railroad tracks often cause problems such as the loss and sliding of large amounts of soil and rockfall on roads due to erosion by rain or natural sinking, so the grass is placed on the surface by enormous budget. It is essential to install rockfall prevention fences that can make landslides such as creeping plants or to prevent them on roadsides.

이는 폭우를 동반하는 악천우시와 해빙기에 철도 선로상으로 다량의 토양과 낙석이 유실 및 슬라이딩되는 문제현상을 미연에 방지하여 교통을 두절시키는 사고는 물론이고 심지어는 대형 산사태의 발생을 방지하여 대형 인명사고를 초래하는 문제점 등을 방지하고자 하기 위함이다.This prevents the problem of large traffic and even large landslides by preventing traffic accidents by preventing the loss and sliding of large amounts of soil and rockfall on railroad tracks during heavy rain and sea ice with heavy rains. This is to prevent a problem that causes a human accident.

도 1은 일반적인 철도 선로가 낙석에 의해 기차가 전복되는 상태를 설명하는 도면으로서, 철도 선로(10)가 설치된 철로의 측면에는 받침 콘크리트(14)가 설치되고 상기의 받침 콘크리트(14)에는 상부에 콘크리트 옹벽(16)이 설치되며, 상기의 콘크리트 옹벽(16)에는 상부에 낙석방지 펜스(18)가 설치되고 상기의 낙석방지 펜스(18)가 설치된 사이에는 철망을 설치하게 된다.1 is a view illustrating a state in which a general railroad track is overturned by a rockfall, in which a supporting concrete 14 is installed on a side of a railroad on which a railroad track 10 is installed, and the supporting concrete 14 is located at an upper portion thereof. Concrete retaining wall (16) is installed, the concrete retaining wall (16) is installed on the top of the rock fall prevention fence 18 is installed between the wire fall barrier fence 18 is installed.

상기의 낙석방지 펜스(18)는 대부분 도면과 같이 다수개의 낙석방지 펜스를 설치한 후 그 사이에 철망을 연결하는 구조로 형성되는데, 상기의 대량의 낙석(20)이 철망을 뚫고 낙하하는 경우 도면과 같이 낙석(20)이 선로(10)의 상부로 낙하되어 기차(30)가 탈선되는 경우가 종종 발생되었다.The rockfall prevention fence 18 is formed of a structure that connects the wire mesh between the installation of a plurality of rockfall prevention fence as shown in most drawings, when the large rockfall 20 falls through the wire mesh drawing As such, the rockfall 20 is sometimes dropped to the upper portion of the track 10, the train 30 is often derailed.

상술한 구성에 대한 낙석방지 펜스의 구조는, 그 사이에 철망이 설치되는 관계로 대량의 낙석이 선로로 낙하되는 경우 선로 상부에 낙석이 쌓여 기차가 철로를 이탈하는 등 사고의 위험성이 높았다.The structure of the rockfall prevention fence with respect to the above-described configuration had a high risk of an accident, such as falling of a rockfall on the upper part of the track when a large falling rock fell on the rail due to the installation of a wire mesh therebetween.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로, 펜스 배면에 낙석 받이망을 설치하여 낙석 추락시 낙석 받이망에 걸리도록 함으로써 펜스가 파손되는 것을 방지하고, 펜스 파손에 의해 낙석이 선로로 낙하되는 것을 방지하도록 하는 철도 선로의 낙석 받이망 구조를 제공하는데 그 목적이 있다.The present invention is to solve the problems as described above, by installing a falling rock receiving net on the back of the fence to prevent the fence from falling by falling on the falling rock receiving net, falling of the falling rocks to the track by fence breakage The purpose is to provide a rockfall network structure for railroad tracks that prevents them from being prevented.

상기와 같은 목적을 달성하기 위한 본 발명의 특징은,Features of the present invention for achieving the above object,

철도 선로의 낙석방지 펜스에 있어서; 상기 펜스의 배면 상단 및 하단에 용접 결합되는 제 1, 2체결 고리와; 중공상의 파이프 형상으로 형성되고, 상면 및 하면에 등간격으로 제 1연결 고리가 형성되어 상기 제 1체결 고리와 연결 와이어에 의해 연결되는 제 1파이프와; 중공상의 파이프 형상으로 형성되고, 상면 및 양측면에 등간격으로 제 2연결 고리가 형성되어 상기 제 1파이프의 제 1연결 고리와 인장 와이어에 의해 연결되고, 상기 제 2체결 고리와 조정 와이어에 의해 연결되는 제 2파이프와; 중공상의 파이프 형상으로 형성되고, 양측면에 등간격으로 제 3연결 고 리가 형성되어 상기 제 2파이프의 제 2연결 고리와 인장 와이어에 의해 연결되는 제 3파이프와; 상기 제 3파이프의 제 3연결 고리가 체결되고, 철도 선로의 측면인 법면에 그라우팅되어 고정되는 영구 앵커; 및 상기 인장 와이어의 상면에 결합되는 낙석 방지망을 포함하는 것을 특징으로 한다.In rockfall protection fences of railway tracks; First and second fastening rings welded to upper and lower rear surfaces of the fence; A first pipe formed in a hollow pipe shape and having first connection rings formed at equal intervals on the upper and lower surfaces thereof and connected by the first fastening ring and a connection wire; It is formed in the shape of a hollow pipe, the second connecting ring is formed at equal intervals on the upper surface and both sides is connected by the first connecting ring of the first pipe and the tension wire, connected by the second fastening ring and the adjusting wire A second pipe being; A third pipe formed in a hollow pipe shape and having third connection rings formed at equal intervals on both sides thereof, the third pipes being connected to the second connection ring of the second pipe by a tension wire; A permanent anchor that is fastened to the third connecting ring of the third pipe and is grouted and fixed to a surface that is a side of a railway track; And it characterized in that it comprises a rockfall prevention net coupled to the upper surface of the tensile wire.

여기에서, 상기 제 1파이프의 제 1연결 고리와 상기 제 2파이프의 제 2연결 고리 및 상기 제 2파이프의 제 2연결 고리와 상기 제 3파이프의 제 3연결 고리에는 X자 형태의 보강 와이어가 더 설치된다.Here, X-shaped reinforcement wires are formed in the first connecting ring of the first pipe and the second connecting ring of the second pipe, the second connecting ring of the second pipe, and the third connecting ring of the third pipe. Is installed more.

이하, 본 발명에 따른 철도 선로의 낙석 받이망 구조의 구성을 첨부된 도면을 참조하여 상세하게 설명하면 다음과 같다.Hereinafter, with reference to the accompanying drawings the configuration of the rockfall receiving network structure of the railway track according to the present invention will be described in detail.

하기에서 본 발명을 설명함에 있어, 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단되는 경우에는 그 상세한 설명은 생략할 것이다. 그리고 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운용자의 의도 또는 관례 등에 따라 달라질 수 있다. 그러므로 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것이다.In the following description of the present invention, if it is determined that a detailed description of a related known function or configuration may unnecessarily obscure the subject matter of the present invention, the detailed description thereof will be omitted. Terms to be described later are terms defined in consideration of functions in the present invention, and may be changed according to intentions or customs of users or operators. Therefore, the definition should be made based on the contents throughout the specification.

도 2는 본 발명에 따른 철도 선로의 낙석 받이망 구조의 구성을 나타낸 사시도이고, 도 3은 본 발명에 따른 철도 선로의 낙석 받이망 구조의 구성을 나타낸 측면도이다. 도 2 및 도 3에 있어서, 종래와 동일 구성에 대해서는 동일 부호를 부여하고, 그 중복 설명은 생략한다.2 is a perspective view showing the structure of the rockfall receiving network structure of the railway track according to the present invention, Figure 3 is a side view showing the configuration of the rockfall receiving network structure of the railway track according to the present invention. In FIG.2 and FIG.3, the same code | symbol is attached | subjected about the structure same as the conventional thing, and the duplication description is abbreviate | omitted.

도 2 및 도 3을 참조하면, 본 발명에 따른 철도 선로의 낙석 받이망 구 조(100)는, 제 1체결 고리(110)와, 제 2체결 고리(120)와, 제 1파이프(130)와, 제 2파이프(140)와, 제 3파이프(150)와, 영구 앵커(160)와, 낙석 방지망(170)으로 구성된다.2 and 3, the rockfall receiving network structure 100 of the railway track according to the present invention includes a first fastening ring 110, a second fastening ring 120, and a first pipe 130. And a second pipe 140, a third pipe 150, a permanent anchor 160, and a rockfall prevention net 170.

먼저, 제 1체결 고리(110)는 펜스(18)의 배면 상단에 용접 결합되고, 제 2체결 고리(120)는 펜스(18)의 배면 하단에 용접 결합된다.First, the first fastening ring 110 is welded to the top of the back of the fence 18, the second fastening ring 120 is welded to the bottom of the back of the fence 18.

그리고, 제 1파이프(130)는 금속 재질의 중공상의 파이프 형상으로 형성되고, 상면 및 하면에 등간격으로 제 1연결 고리(131)가 형성되어 제 1체결 고리(110)와 연결 와이어(133)에 의해 연결된다.In addition, the first pipe 130 is formed in a hollow pipe shape of a metal material, and the first connection ring 131 is formed on the upper and lower surfaces at equal intervals so that the first fastening ring 110 and the connection wire 133 are formed. Is connected by.

또한, 제 2파이프(140)는 금속 재질의 중공상의 파이프 형상으로 형성되고, 상면 및 양측면에 등간격으로 제 2연결 고리(141)가 형성되어 제 1파이프(130)의 제 1연결 고리(131)와 인장 와이어(180)에 의해 연결되고, 제 2체결 고리(120)와 조정 와이어(190)에 의해 연결된다. 여기에서, 제 2파이프(140)의 제 2연결 고리(141)와 제 1파이프(130)의 제 1연결 고리(131)에는 X자 형태의 보강 와이어(200)가 더 설치된다.In addition, the second pipe 140 is formed in a hollow pipe shape of a metal material, and the second connecting ring 141 is formed on the upper surface and both sides at equal intervals so that the first connecting ring 131 of the first pipe 130 is formed. ) Is connected by the tension wire 180, and is connected by the second fastening ring 120 and the adjusting wire 190. Here, the X-shaped reinforcement wire 200 is further installed in the second connecting ring 141 of the second pipe 140 and the first connecting ring 131 of the first pipe 130.

또, 제 3파이프(150)는 금속 재질의 중공상의 파이프 형상으로 형성되고, 양측면에 등간격으로 제 3연결 고리(151)가 형성되어 제 2파이프(140)의 제 2연결 고리(141)와 인장 와이어(180)에 의해 연결된다. 여기에서, 제 3파이프(150)의 제 3연결 고리(151)와 제 2파이프(140)의 제 2연결 고리(141)에는 X자 형태의 보강 와이어(200)가 더 설치된다.In addition, the third pipe 150 is formed in a hollow pipe shape of a metal material, and third connecting rings 151 are formed at equal intervals on both sides thereof, so that the third pipe 150 and the second connecting ring 141 of the second pipe 140 are formed. Connected by a tension wire 180. Here, the X-shaped reinforcement wire 200 is further installed in the third connecting ring 151 of the third pipe 150 and the second connecting ring 141 of the second pipe 140.

한편, 영구 앵커(160)는 제 3파이프(150)의 제 3연결 고리(151)가 체결되고, 철도 선로(10)의 측면인 법면(1)에 그라우팅되어 고정된다.On the other hand, the permanent anchor 160 is fastened to the third connecting ring 151 of the third pipe 150, and grouted and fixed to the surface (1) of the side of the railroad track (10).

그리고, 낙석 방지망(170)은 금속 재질로 그물망 형태로 형성되어 인장 와이어(180)의 상면에 결합된다.In addition, the rockfall prevention net 170 is formed of a metal mesh shape is coupled to the upper surface of the tensile wire 180.

이하, 본 발명에 따른 철도 선로의 낙석 받이망 구조의 설치 과정 및 작용을 첨부된 도 2 내지 도 4를 참조하여 상세하게 설명하면 다음과 같다.Hereinafter, the installation process and operation of the rockfall receiving network structure of the railway track according to the present invention will be described in detail with reference to the accompanying drawings 2 to 4 as follows.

도 4는 본 발명에 따른 철도 선로의 낙석 받이망 구조가 적용된 모습을 나타낸 사용 상태도이다.Figure 4 is a state diagram showing the appearance of the rockfall receiving network structure of the railroad track according to the present invention is applied.

먼저, 철도 선로(10)가 설치된 철로의 측면에는 콘크리트 옹벽(16)이 설치되며, 콘크리트 옹벽(16)에는 상부에 낙석방지 펜스(18)가 설치되고, 상기의 낙석방지 펜스(18)가 설치된 사이에는 철망을 설치하게 된다.First, the concrete retaining wall 16 is installed on the side of the railway line on which the railroad track 10 is installed, and the rock retaining fence 16 is installed on the concrete retaining wall 16, and the rockfall preventing fence 18 is installed. In between are installing wire mesh.

이러한 상태에서, 철도 선로(10)의 측면인 법면(1)의 일정 높이에 그라우팅홀을 형성하고, 영구 앵커(160)를 삽입한 다음 그라우팅시켜 앵구 앵커(160)를 고정시킨다.In this state, a grouting hole is formed at a predetermined height of the surface 1, which is a side surface of the railway track 10, a permanent anchor 160 is inserted and then grouted to fix the anchor anchor 160.

그런 다음, 제 1파이프(130)의 제 1연결 고리(131)와 펜스(16)의 배면 상단에 형성된 제 1체결 고리(110)를 연결 와이어(133)에 의해 연결시킨다.Then, the first connecting ring 131 of the first pipe 130 and the first fastening ring 110 formed on the top of the back of the fence 16 is connected by the connection wire 133.

그리고, 제 1파이프(130)의 제 1연결 고리(131)와 제 2파이프(140)의 제 2연결 고리(141)를 인장 와이어(180)에 의해 연결시키고, 다시 제 2파이프(140)의 제 2연결 고리(141)와 제 3파이프(150)의 제 3연결 고리(151)를 인장 와이어(180)에 의해 연결시킨다.Then, the first connecting ring 131 of the first pipe 130 and the second connecting ring 141 of the second pipe 140 are connected by the tension wire 180, and again of the second pipe 140 The second connecting ring 141 and the third connecting ring 151 of the third pipe 150 are connected by the tension wire 180.

이러한 상태에서, 제 2파이프(140)의 제 2연결 고리(141)와 제 1파이프(130) 의 제 1연결 고리(131)에 보강 와이어(200)를 X자 형태로 설치한다.In this state, the reinforcing wire 200 is installed in the X-shape on the second connecting ring 141 of the second pipe 140 and the first connecting ring 131 of the first pipe 130.

보강 와이어(200)의 결속이 완료되면, 인장 와이어(180)와 보강 와이어(200)의 상면에 낙석 방지망(170)을 연결 고정시킨다.When the binding of the reinforcing wire 200 is completed, the rockfall prevention net 170 is fixed to the upper surface of the tensile wire 180 and the reinforcing wire 200.

상기와 같이 설치가 완료된 상태에서, 낙석(20)이 발생하면 인장 와이어(180)와 보강 와이어(200)의 상면에 연결된 낙석 방지망(170)에 의해 낙석(20)이 걸리게 된다.When the installation is completed as described above, when the rockfall 20 occurs, the rockfall 20 is caught by the rockfall prevention net 170 connected to the upper surface of the tensile wire 180 and the reinforcing wire 200.

이로 인해, 낙석(20)이 낙석방지 펜스(18)를 파손되는 것을 차단하고, 낙석 방지망(170)에 의해 낙석(20)이 선로(10)로 낙하되는 것을 막을 수 있다.Thus, the rockfall 20 can be prevented from being damaged by the rockfall prevention fence 18, and the rockfall 20 can be prevented from falling onto the track 10 by the rockfall prevention net 170.

상기와 같이 구성되는 본 발명인 철도 선로의 낙석 받이망 구조에 따르면, 펜스 배면에 낙석 받이망을 설치하여 낙석 추락시 낙석 받이망에 걸리도록 함으로써 펜스가 파손되는 것을 방지하고, 펜스 파손에 의해 낙석이 선로로 낙하되는 것을 방지할 수 있는 이점이 있다.According to the rockfall receiving network structure of the railroad track of the present invention constituted as described above, by installing a rockfall receiving network on the back of the fence to prevent the fence from being damaged by falling onto the falling rock receiving network when the rock falls, There is an advantage that can prevent falling to the track.

본 발명은 다양하게 변형될 수 있고 여러 가지 형태를 취할 수 있으며 상기 발명의 상세한 설명에서는 그에 따른 특별한 실시 예에 대해서만 기술하였다. 하지만 본 발명은 상세한 설명에서 언급되는 특별한 형태로 한정되는 것이 아닌 것으로 이해되어야 하며, 오히려 첨부된 청구범위에 의해 정의되는 본 발명의 정신과 범위 내에 있는 모든 변형물과 균등물 및 대체물을 포함하는 것으로 이해되어야 한다.As those skilled in the art would realize, the described embodiments may be modified in various ways, all without departing from the spirit or scope of the present invention. It is to be understood, however, that the present invention is not limited to the specific forms referred to in the description, but rather includes all modifications, equivalents, and substitutions within the spirit and scope of the invention as defined by the appended claims. Should be.

Claims (2)

철도 선로의 낙석방지 펜스에 있어서;In rockfall protection fences of railway tracks; 상기 펜스의 배면 상단 및 하단에 용접 결합되는 제 1, 2체결 고리와;First and second fastening rings welded to upper and lower rear surfaces of the fence; 중공상의 파이프 형상으로 형성되고, 상면 및 하면에 등간격으로 제 1연결 고리가 형성되어 상기 제 1체결 고리와 연결 와이어에 의해 연결되는 제 1파이프와;A first pipe formed in a hollow pipe shape and having first connection rings formed at equal intervals on the upper and lower surfaces thereof and connected by the first fastening ring and a connection wire; 중공상의 파이프 형상으로 형성되고, 상면 및 양측면에 등간격으로 제 2연결 고리가 형성되어 상기 제 1파이프의 제 1연결 고리와 인장 와이어에 의해 연결되고, 상기 제 2체결 고리와 조정 와이어에 의해 연결되는 제 2파이프와;It is formed in the shape of a hollow pipe, the second connecting ring is formed at equal intervals on the upper surface and both sides is connected by the first connecting ring of the first pipe and the tension wire, connected by the second fastening ring and the adjusting wire A second pipe being; 중공상의 파이프 형상으로 형성되고, 양측면에 등간격으로 제 3연결 고리가 형성되어 상기 제 2파이프의 제 2연결 고리와 인장 와이어에 의해 연결되는 제 3파이프와;A third pipe formed in the shape of a hollow pipe and having third connection rings formed at equal intervals on both sides thereof and connected to the second connection ring of the second pipe by a tension wire; 상기 제 3파이프의 제 3연결 고리가 체결되고, 철도 선로의 측면인 법면에 그라우팅되어 고정되는 영구 앵커; 및A permanent anchor that is fastened to the third connecting ring of the third pipe and is grouted and fixed to a surface that is a side of a railway track; And 상기 인장 와이어의 상면에 결합되는 낙석 방지망을 포함하는 것을 특징으로 하는 철도 선로의 낙석 받이망 구조.Rockfall receiving network structure of the railway tracks characterized in that it comprises a rockfall prevention net coupled to the upper surface of the tensile wire. 제 1 항에 있어서,The method of claim 1, 상기 제 1파이프의 제 1연결 고리와 상기 제 2파이프의 제 2연결 고리 및 상 기 제 2파이프의 제 2연결 고리와 상기 제 3파이프의 제 3연결 고리에는,In the first connecting ring of the first pipe and the second connecting ring of the second pipe and the second connecting ring of the second pipe and the third connecting ring of the third pipe, X자 형태의 보강 와이어가 더 설치되는 것을 특징으로 하는 철도 선로의 낙석 받이망 구조.Rockfall receiving structure of railway tracks, characterized in that the X-shaped reinforcement wire is further installed.
KR1020060078474A 2006-08-19 2006-08-19 Architecture falling lock prevention net of railroad KR100654633B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100811132B1 (en) 2007-09-22 2008-03-10 주식회사 태조엔지니어링 Fence of railroad line for blocking falling rocks
KR101470685B1 (en) * 2008-02-06 2014-12-08 가부시키가이샤 프로텍 엔지니어링 Shock absorbing fence
CN107856577A (en) * 2017-12-01 2018-03-30 绍兴大明电力设计院有限公司 Permanent type high ferro protective frame

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60100414U (en) 1983-12-15 1985-07-09 東京製綱株式会社 Rockfall prevention fence
JPH0742118A (en) * 1993-08-02 1995-02-10 Koiwa Kanaami Kk Stanchion protecting device for rock fall prevention fence
JP2002348817A (en) * 2001-05-29 2002-12-04 Yoshida Kouzou Design:Kk Impact absorbing protective fence

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60100414U (en) 1983-12-15 1985-07-09 東京製綱株式会社 Rockfall prevention fence
JPH0742118A (en) * 1993-08-02 1995-02-10 Koiwa Kanaami Kk Stanchion protecting device for rock fall prevention fence
JP2002348817A (en) * 2001-05-29 2002-12-04 Yoshida Kouzou Design:Kk Impact absorbing protective fence

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100811132B1 (en) 2007-09-22 2008-03-10 주식회사 태조엔지니어링 Fence of railroad line for blocking falling rocks
KR101470685B1 (en) * 2008-02-06 2014-12-08 가부시키가이샤 프로텍 엔지니어링 Shock absorbing fence
CN107856577A (en) * 2017-12-01 2018-03-30 绍兴大明电力设计院有限公司 Permanent type high ferro protective frame

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