KR100697638B1 - Building housing complex Hill is a sliding interception institution - Google Patents

Building housing complex Hill is a sliding interception institution Download PDF

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Publication number
KR100697638B1
KR100697638B1 KR1020070004059A KR20070004059A KR100697638B1 KR 100697638 B1 KR100697638 B1 KR 100697638B1 KR 1020070004059 A KR1020070004059 A KR 1020070004059A KR 20070004059 A KR20070004059 A KR 20070004059A KR 100697638 B1 KR100697638 B1 KR 100697638B1
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South Korea
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slope
tubular body
plural
holes
building complex
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KR1020070004059A
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Korean (ko)
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김형준
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김형준
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    • 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
    • E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements
    • 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

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  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

A sliding preventive system on a slope in a building complex is provided to prevent a flood by restricting soil from being swept away on the slope in the heavy rain and actively draining rainwater, and to construct the eco-friendly building complex by planting trees in the slope. A sliding preventive system includes plural pipes(110) protruded up in a slope of a building complex, successively arranged and provided with plural permeable holes(111) repeatedly arranged in outer peripheries and plural assembling holes(113) at both ends, a coupler(120) horizontally connecting the pipes and having a connecting bar(121) and plural assembling grooves(123) combined with bolts(125) and communicated with the assembling holes, plural connecting pieces(130) vertically connecting the pipes and having first arc storage grooves(131) surrounding the upper outer periphery of the pipe, second arc storage grooves(133) surrounding the lower outer periphery of a pipe(110') and plural assembling holes(135), and plural stepping boards(140) installed to the connecting pieces for a pedestrian on the slope and provided with a nonslip pipe(147) combined with a connecting rod(141) with a couple of assembling shafts(143). Loss of soil is prevented by staying earth and soil in the pipe in flowing rainwater down through the permeable holes.

Description

건축단지 비탈면 슬라이딩 차단시설{Building housing complex Hill is a sliding interception institution}Building housing complex Hill is a sliding interception institution}

도 1은 본 발명의 바람직한 실시 예에 따른 건축단지 비탈면 슬라이딩 차단시설을 나타낸 사시도,1 is a perspective view showing a sliding complex slope blocking facility for building complex according to an embodiment of the present invention,

도 2는 본 발명의 바람직한 실시 예에 따른 건축단지 비탈면 슬라이딩 차단시설을 나타낸 분해사시도,Figure 2 is an exploded perspective view showing a sliding block slope blocking building construction site according to an embodiment of the present invention,

도 3은 본 발명의 바람직한 실시 예에 따른 건축단지 비탈면 슬라이딩 차단시설을 나타낸 정면도 및Figure 3 is a front view showing a sliding block slope blocking facility construction site according to an embodiment of the present invention and

도 4는 본 발명의 바람직한 실시 예에 따른 건축단지 비탈면 슬라이딩 차단시설을 나타낸 설치단면도.Figure 4 is a cross-sectional view showing the building complex slope slope blocking facility according to an embodiment of the present invention.

<도면의 주요 부위에 대한 부호의 설명><Explanation of symbols for main parts of the drawings>

110 : 관체 111 ; 투수공110: tube 111; Pitcher

120 : 연결구 121 : 연결바120: connector 121: connection bar

130 : 연결편 140 : 디딤판130: connecting piece 140: tread

S : 비탈면S: slope

본 발명은 슬라이딩 차단시설에 관한 것으로, 더욱 상세하게는 우기 또는 홍수 발생 시 건축단지 비탈면의 토사가 우수에 밀려 내려오는 것을 차단하는 동시에 배수가 원활하게 이루어지도록 함으로써, 안전사고의 위험을 방지할 수 있도록 한 건축단지 비탈면 슬라이딩 차단시설에 관한 것이다.The present invention relates to a sliding shielding facility, and more particularly, by preventing soil from being pushed down to rainwater on the slope of a construction complex during rainy season or flooding, so that drainage is smoothly performed, thereby preventing a risk of a safety accident. The present invention relates to a sliding block blocking facility on a slope of an architectural complex.

일반적으로, 비탈면에는 토사유실을 방지하기 위한 구조물로써, 보호블럭이 설치되어 있다. 상기 보호블럭은 통상 콘크리트로 성형 제작되고, 제작된 보호블럭은 비탈면의 토사 위에 격자형으로 위치되어, 보호블럭의 자중에 의해 토사에 압착되어 상기 비탈면을 보호하였다.In general, a protection block is installed on the slope as a structure for preventing soil loss. The protective block is usually manufactured by molding the concrete, and the produced protective block is located in a lattice shape on the soil of the slope, and is pressed onto the soil by the weight of the protection block to protect the slope.

근래에는 합성수지재를 이용하여 여러 가지 형태의 보호블록을 형성하고 있으며, 상기 합성수지재 보호블록은 철근 등으로 이루어진 고정핀에 의해 비탈면에 고정시켜 비탈면을 보호하고 있다.Recently, various types of protective blocks are formed using synthetic resin materials, and the synthetic resin protective blocks are fixed to slopes by fixing pins made of reinforcing bars to protect the slopes.

그러나, 상기 콘크리트재 보호블럭이나 합성수지재 보호블록은 모두 압착식이나 자중에 의한 비탈면의 보호역할만 수행할 뿐 우기의 표면수 배수 처리가 전혀 이루어지지 않아 비탈면의 토사가 쉽게 유실되고, 이로 인하여 안전사고의 위험이 항시 존재하는 문제점이 있었다.However, both the concrete protection block and the synthetic resin protection block perform only the protection role of the slope surface due to the crimping or self-weighting, so that the surface water drainage treatment of the rainy season is not performed at all, so that the soil on the slope is easily lost, thereby There was a problem that the risk of an accident always exists.

또한, 종래 보호블록은 그 자중에 의해 토사를 압착하여 지반을 안정화시키는 기능적인 측면은 우수하나, 이와 같은 비탈면의 인위적인 시설물이 외부로 표출되면서 인해 도시미관을 손상시키는 문제점이 있었다.In addition, the conventional protection block is excellent in the functional aspect of stabilizing the ground by compressing the soil by its own weight, but there is a problem that damages the appearance of the city due to the artificial facilities of such a slope is expressed to the outside.

본 발명은 종래 보호블록의 문제점을 감안하여 안출한 것으로, 그 목적은 우기 또는 홍수 발생 시 건축단지 비탈면의 토사가 우수에 밀려 내려오는 것을 차단하는 동시에 배수가 원활하게 이루어지도록 함으로써, 안전사고의 위험을 방지할 수 있도록 한 건축단지 비탈면 슬라이딩 차단시설을 제공한다.The present invention has been made in view of the problems of the conventional protection block, the purpose of which is to prevent the sediment of the slope of the construction complex is pushed down to rainwater during the rainy season or flooding, so that the drainage is made smoothly, the risk of safety accidents To prevent sliding slopes in building complexes to prevent damage.

또한, 본 발명의 다른 목적은 건축단지의 비탈면에 건축단지 비탈면 슬라이딩 차단시설과 함께 다양한 식물들을 함께 식재할 수 있도록 함으로써, 도시미관을 미려하게 할 수 있도록 한 건축단지 비탈면 슬라이딩 차단시설을 제공한다.In addition, another object of the present invention is to provide a building complex slope side sliding blocking facility to be able to plant a variety of plants together with the slope of the building complex sliding block on the slope of the building complex, to beautify the beauty of the city.

또한, 본 발명의 또 다른 목적은 건축단지의 비탈면에 시공된 슬라이딩 차단시설을 통해 사람이 비탈면으로 통행할 수 있도록 함으로써, 인간이 자연과 쉽게 접할 수 있어 자연 친화적인 주변환경을 만들 수 있도록 한 건축단지 비탈면 슬라이딩 차단시설을 제공한다.In addition, another object of the present invention is to allow people to pass through the slope through the sliding block installed on the slope of the construction complex, so that humans can easily contact with nature to create a nature-friendly surrounding environment It provides only sloped sliding barriers.

상기 목적을 달성시키기 위한 본 발명은The present invention for achieving the above object

건축단지에 형성된 비탈면의 토사층이 유실되는 것을 방지할 수 있도록 상기 비탈면을 따라 서로 다른 높이로 길이방향을 따라 연속 반복적으로 맞대어 상기 비탈면에서 유실되지 않을 정도의 깊이로 상부가 돌출 되게 매설되며, 외주면에 연속 반복적인 배열을 갖는 다수개의 투수공이 형성되고, 양단부에 복수개의 체결공이 일체로 형성된 다수개의 관체;In order to prevent the soil layer of the slope formed in the construction complex from being lost, the upper part protrudes to a depth such that it is not lost from the slope in order to repeatedly meet each other along the longitudinal direction at different heights along the slope. A plurality of tube bodies having a plurality of permeable holes having a continuous repetitive arrangement, and a plurality of fastening holes integrally formed at both ends thereof;

상기 관체와 관체를 수평방향으로 연결할 수 있도록, 그 사이에 연결되며, 양단부에 상기 관체의 내경과 동일한 외경을 갖는 연결바가 돌출/형성되며, 상기 각 연결바의 외주면에 상기 체결공과 연통관계를 이루어 볼트 체결할 수 있도록 복 수개의 체결홈이 일체로 형성된 연결구;Connected between the tubular body and the tubular body in a horizontal direction, connecting bars having an outer diameter equal to the inner diameter of the tubular body are protruded / formed at both ends, and in a communication relationship with the fastening hole on the outer circumferential surface of each connecting bar. A connector having a plurality of fastening grooves integrally formed to fasten bolts;

서로 다른 높이로 설치된 관체와 관체'를 수직방향으로 연결할 수 있도록 상부에 상기 관체의 상부 외주면을 감싸는 호 형상의 제1 수용홈이 형성되고, 하부에 상기 관체'의 하부 외주면을 감싸는 호 형상의 제2 수용홈이 형성되며, 내측에 복수개의 결합공이 형성된 다수개의 연결편 및An arc-shaped first accommodating groove is formed in the upper part to surround the upper outer circumferential surface of the tubular body so as to connect the tubular body and the tubular body installed at different heights in the vertical direction, and an arc-shaped agent that surrounds the lower outer circumferential surface of the tubular body 'at the bottom thereof. 2 receiving grooves are formed, a plurality of connecting pieces formed with a plurality of coupling holes on the inside and

상기 관체가 매설된 비탈면을 사람이 통행할 수 있도록 상기 연결편에 설치되며, 상기 결합공에 삽입/고정되는 한 쌍의 결합축을 갖는 연결봉의 외주면에 논슬립관이 삽입/연결된 복수개의 디딤판을 포함하여 구성된다.It is installed on the connecting piece to allow a person to pass through the inclined surface in which the pipe is embedded, and comprises a plurality of stepping plates in which a non-slip tube is inserted / connected on the outer circumferential surface of the connecting rod having a pair of coupling shafts inserted / fixed in the coupling holes. do.

이하, 첨부된 도면을 참조하면서 본 발명의 바람직한 실시예에 따른 건축단지 비탈면 슬라이딩 차단시설을 상세히 설명하기로 한다.Hereinafter, with reference to the accompanying drawings will be described in detail the building complex slope slope blocking facilities according to an embodiment of the present invention.

도 1은 본 발명의 바람직한 실시예에 따른 건축단지 비탈면 슬라이딩 차단시설을 나타낸 사시도이고, 도 2는 본 발명의 바람직한 실시예에 따른 건축단지 비탈면 슬라이딩 차단시설을 나타낸 분해사시도이며, 도 3은 본 발명의 바람직한 실시 예에 따른 건축단지 비탈면 슬라이딩 차단시설을 나타낸 정면도이고, 도 4는 본 발명의 바람직한 실시 예에 따른 건축단지 비탈면 슬라이딩 차단시설을 나타낸 설치단면도이다.1 is a perspective view showing a sliding complex slope blocking building construction according to a preferred embodiment of the present invention, Figure 2 is an exploded perspective view showing a construction complex slope sliding blocking facility according to a preferred embodiment of the present invention, Figure 3 Figure 4 is a front view showing the building complex slope slope blocking facility according to a preferred embodiment of the invention, Figure 4 is an installation cross-sectional view showing the building complex slope slope blocking facility according to a preferred embodiment of the present invention.

도 1 내지 도 4를 참조하면, 본 발명의 건축단지 비탈면 슬라이딩 차단시설은 다수개의 관체(110), 연결구(120), 연결편(130) 및 디딤판(140)을 포함하여 구성된다.1 to 4, the building complex slope slope blocking facility of the present invention comprises a plurality of pipe 110, the connector 120, the connecting piece 130 and the stepping plate 140.

상기 관체(110)는 건축단지에 형성된 비탈면(S)의 토사층이 유실되는 것을 방지할 수 있도록 상기 비탈면(S)에 설치된다.The tubular body 110 is installed on the inclined surface (S) to prevent the soil layer of the inclined surface (S) formed in the building complex to be lost.

이때, 상기 관체(110)는 비탈면(S)을 따라 서로 다른 높이의 등간격으로 길이방향을 따라 연속 반복적으로 맞대어 상기 비탈면(S)에서 유실되지 않을 정도의 깊이로 상부가 돌출 되게 매설된다.At this time, the tubular body 110 is buried so that the upper portion protrudes to a depth such that it is not lost from the inclined surface (S) in a continuous and repeated in the longitudinal direction at equal intervals of different heights along the inclined surface (S).

이에, 상기 관체(110)의 외주면에는 연속 반복적인 배열을 갖는 다수개의 투수공(111)이 형성되고, 양단부에 복수개의 체결공(113)이 일체로 형성된다.Thus, a plurality of permeation holes 111 having a continuous repeating arrangement is formed on the outer circumferential surface of the tubular body 110, and a plurality of fastening holes 113 are integrally formed at both ends thereof.

한편, 상기 연결구(120)는 수평방향으로 연결된 관체(110)와 관체(110)가 긴밀한 결합관계를 유지할 수 있도록 그 사이를 연결한다. On the other hand, the connector 120 is connected between the tubular body 110 and the tubular body 110 connected in a horizontal direction to maintain a close coupling relationship.

이때, 상기 연결구(120)는 그 양단부에 상기 관체(110)의 내경과 동일한 외경을 갖는 연결바(121)가 돌출/형성되고, 상기 각 연결바(121)의 외주면에는 상기 체결공(113)과 연통관계를 이루어 볼트(125) 체결할 수 있도록 복수개의 체결홈(123)이 일체로 형성된다.At this time, the connector 120 has a connecting bar 121 having the same outer diameter as the inner diameter of the tubular body 110 at both ends thereof protrudes / formed, the fastening hole 113 on the outer peripheral surface of each connecting bar 121 A plurality of fastening grooves 123 are integrally formed so as to be in communication with the bolt 125 to be fastened.

한편, 상기 연결편(130)은 서로 다른 높이로 등간격으로 설치된 관체(110)와 관체'(110')를 수직방향으로 연결할 수 있도록 관체(110)와 관체'(110') 사이에 설치된다.On the other hand, the connecting piece 130 is installed between the tubular body 110 and the tubular body '110' so as to connect the tubular body 110 and the tubular body '110' installed at equal intervals at different heights in a vertical direction.

이때, 상기 연결편(130)은 그 상부에 상기 관체(110)의 상부 외주면을 감싸는 호 형상의 제1 수용홈(131)이 형성되고, 하부에 상기 관체(110')의 하부 외주면을 감싸는 호 형상의 제2 수용홈(133)이 형성된다. 또한, 상기 연결편(130)의 내측에는 2조 1쌍을 이루는 복수개의 결합공(135) 2쌍이 형성된다.At this time, the connecting piece 130 has an arc-shaped first receiving groove 131 surrounding the upper outer circumferential surface of the tubular body 110, the arc shape surrounding the lower outer circumferential surface of the tubular body 110 'in the lower portion. The second receiving groove 133 is formed. In addition, two pairs of a plurality of coupling holes 135 forming two pairs of pairs are formed inside the connection piece 130.

한편, 상기 디딤판(140)은 상기 관체(110)가 매설된 비탈면(S)을 사람이 통행할 수 있도록 상기 연결편(130)에 설치된다.On the other hand, the stepping plate 140 is installed on the connecting piece 130 so that a person can pass through the slope (S) in which the tubular body 110 is embedded.

이때, 상기 디딤판(140)은 연결봉(141)의 일측에 상기 결합공(135)에 삽입/고정되는 한 쌍의 결합축(143)이 돌출/형성된다. 여기서, 상기 결합축(143)은 상기 결합공(135)에 삽입되어 너트(145)체결된다.At this time, the tread plate 140 has a pair of coupling shaft 143 is protruded / formed in one side of the connecting rod 141 is inserted / fixed to the coupling hole 135. Here, the coupling shaft 143 is inserted into the coupling hole 135 is fastened to the nut 145.

또한, 상기 연결봉(141)은 그 외주면에 논슬립관(147)이 삽입/연결된다.In addition, the connecting rod 141 is inserted / connected to the non-slip tube 147 on the outer peripheral surface.

이에, 상기와 같은 결합구성으로 이루어진 본 발명의 건축단지 비탈면 슬라이딩 차단시설은 우기 또는 홍수 발생 시 건축단지 비탈면의 토사가 우수에 밀려 내려오는 것을 차단하는 동시에 배수가 원활하게 이루어지도록 함으로써, 안전사고의 위험을 방지할 수 있도록 한 것으로, 이에 따른 시공관계 및 이의 작용효과를 살펴보기로 한다.Thus, the building complex slope sliding block facility of the present invention made of a combination configuration as described above to prevent the sediment of the slope of the construction complex to be pushed down to rainwater during the rainy season or flooding, so that the drainage is made smoothly, the safety accident In order to prevent the risk, the construction relationship and its effects will be discussed.

먼저, 상기 관체(110)와 관체(110) 사이에 연결구(120)를 삽입/연결한다. 이때, 상기 체결홈(123)과 체결공(113)을 서로 연통 시킨 후, 여기에 볼트(125)체결한다. 이에 따라, 비탈면(S)에 설치되는 관체(110)와 관체(110)는 수평방향으로 견고한 결합관계를 갖는다.First, the connector 120 is inserted / connected between the tubular body 110 and the tubular body 110. At this time, the fastening groove 123 and the fastening hole 113 are in communication with each other, and then bolts 125 are fastened here. Accordingly, the tubular body 110 and the tubular body 110 installed on the inclined surface S have a rigid coupling relationship in the horizontal direction.

이후, 상기 연결구(120)를 통해 수평방향으로 연결된 관체(110)를 상기 비탈면(S)을 따라 서로 다른 높이로 등간격을 갖도록 비탈면(S)에 설치한다.Thereafter, the pipe body 110 connected in the horizontal direction through the connector 120 is installed on the inclined surface S to have equal intervals at different heights along the inclined surface S.

이때, 상기 관체(110)는 비탈면(S)에서 유실되지 않을 정도의 깊이로 상부가 돌출되게 비탈면(S)에 매설된다.At this time, the tubular body 110 is embedded in the inclined surface (S) so that the upper portion protrudes to a depth that is not lost in the inclined surface (S).

이후, 상기 관체(110)와 관체'(110') 사이의 수직방향에는 다수개의 연결 편(130)이 설치된다. 이때, 상기 연결편(130)의 제1 수용홈(131)에는 상기 관체(110)의 상부 외주면을 감싸며, 제2 수용홈(133)에는 상기 관체'(110')의 하부 외주면을 감싼다. 이에 따라, 상기 관체(110)와 관체'(110')는 수직방향으로 견고한 결합관계를 갖는다.Thereafter, a plurality of connecting pieces 130 are installed in the vertical direction between the pipe body 110 and the pipe body '110'. At this time, the first receiving groove 131 of the connecting piece 130 surrounds the upper outer circumferential surface of the tubular body 110, and the second receiving groove 133 surrounds the lower outer circumferential surface of the tubular body '110'. Accordingly, the tubular body 110 and the tubular body '110' have a rigid coupling relationship in the vertical direction.

이후, 디딤판(140)은 상기 연결편(130)에 설치된다. Thereafter, the stepping plate 140 is installed on the connection piece 130.

이에 따라, 상기 건축단지 비탈면 슬라이딩차단시설이 설치된 비탈면(S)을 따라 사람들이 통행할 수 있게 된다.Accordingly, people can pass along the slope (S) in which the building complex slope sliding block is installed.

그리고, 우기시 비탈면(S)에 비가 내리면, 우수는 상기 투수공(111)을 통해 비탈면(S) 하방으로 흘러내림과 동시에 토사는 관체(110)에 걸려 유실되는 것이 방지되게 된다.In addition, when rain falls on the inclined surface S during the rainy season, rainwater flows down the inclined surface S through the permeable hole 111 and at the same time, the soil is prevented from being caught by the pipe 110.

또한, 상기 관체(110)와 관체'(110') 사이에는 다양한 식물을 식재하기 위한 공간이 마련됨으로써, 다양한 식물을 식재하여 비탈면(S)의 경관을 미려하게 함과 아울러 그 뿌리가 비탈면(S) 토사층의 지지력을 향상시키게 된다.In addition, a space for planting various plants is provided between the tubular body 110 and the tubular body '110', by planting various plants to beautify the landscape of the inclined surface S and the root of the inclined surface S ) It will improve the bearing capacity of the soil layer.

본 발명에 따르면, 우기 또는 홍수 발생 시 건축단지 비탈면의 토사가 우수에 밀려 내려오는 것을 차단하는 동시에 배수가 원활하게 이루어지도록 함으로써, 안전사고의 위험을 방지할 수 있는 효과가 있다.According to the present invention, when the rainy season or flooding occurs, the earth and sand on the slope of the construction complex is prevented from being pushed down to rainwater and drainage is smoothly performed, thereby preventing the risk of a safety accident.

또한, 건축단지의 비탈면에 건축단지 비탈면 슬라이딩 차단시설과 함께 다양한 식물들을 함께 식재할 수 있도록 함으로써, 도시미관을 미려하게 할 수 있는 효과가 있다.In addition, by allowing a variety of plants to be planted together with the slope of the building complex sliding block on the slope of the building complex, there is an effect that can be aesthetically beautiful.

또한, 건축단지의 비탈면에 시공된 슬라이딩 차단시설을 통해 사람이 비탈면으로 통행할 수 있도록 함으로써, 인간이 자연과 쉽게 접할 수 있어 자연 친화적인 주변환경을 만들 수 있는 효과가 있다.In addition, by allowing a person to pass through the slope through a sliding blocking facility constructed on the slope of the building complex, humans can easily contact nature, thereby creating a natural environment.

Claims (1)

건축단지에 형성된 비탈면(S)의 토사층이 유실되는 것을 방지할 수 있도록 상기 비탈면(S)을 따라 서로 다른 높이로 길이방향을 따라 연속 반복적으로 맞대어 상기 비탈면(S)에서 유실되지 않을 정도의 깊이로 상부가 돌출 되게 매설되며, 외주면에 연속 반복적인 배열을 갖는 다수개의 투수공(111)이 형성되고, 양단부에 복수개의 체결공(113)이 일체로 형성된 다수개의 관체(110);To prevent the soil layer of the slope S formed in the building complex from being lost to the slope S so as to be continuously repeated repeatedly in the longitudinal direction at different heights along the slope S. A plurality of tubular body 110 is buried so as to protrude from the top, a plurality of permeable holes 111 having a continuous repeating arrangement on the outer peripheral surface, a plurality of fastening holes 113 are integrally formed at both ends; 상기 관체(110)와 관체(110)를 수평방향으로 연결할 수 있도록, 그 사이에 연결되며, 양단부에 상기 관체(110)의 내경과 동일한 외경을 갖는 연결바(121)가 돌출/형성되며, 상기 각 연결바(121)의 외주면에 상기 체결공(113)과 연통관계를 이루어 볼트(125) 체결할 수 있도록 복수개의 체결홈(123)이 일체로 형성된 연결구(120);Connected between the tubular body 110 and the tubular body 110 in a horizontal direction, the connecting bar 121 having an outer diameter equal to the inner diameter of the tubular body 110 is protruded / formed at both ends thereof. A connector 120 having a plurality of fastening grooves 123 integrally formed on the outer circumferential surface of each connection bar 121 so as to communicate with the fastening hole 113 to fasten the bolts 125; 서로 다른 높이로 설치된 관체(110)와 관체'(110')를 수직방향으로 연결할 수 있도록 상부에 상기 관체(110)의 상부 외주면을 감싸는 호 형상의 제1 수용홈(131)이 형성되고, 하부에 상기 관체'(110')의 하부 외주면을 감싸는 호 형상의 제2 수용홈(133)이 형성되며, 내측에 복수개의 결합공(135)이 형성된 다수개의 연결편(130) 및An arc-shaped first accommodating groove 131 is formed on the upper portion so as to connect the tubular body 110 and the tubular body '110' installed at different heights in a vertical direction, and surrounds the upper outer peripheral surface of the tubular body 110. An arc-shaped second receiving groove 133 surrounding the lower outer circumferential surface of the tubular body '110' is formed, and a plurality of connecting pieces 130 having a plurality of coupling holes 135 formed therein; 상기 관체(110)가 매설된 비탈면(S)을 사람이 통행할 수 있도록 상기 연결편(130)에 설치되며, 상기 결합공(135)에 삽입/고정되는 한 쌍의 결합축(143)을 갖는 연결봉(141)의 외주면에 논슬립관(147)이 삽입/연결된 복수개의 디딤판(140)을 포함하여 구성됨을 특징으로 하는 건축단지 비탈면 슬라이딩 차단시설.A connecting rod having a pair of coupling shafts 143 installed on the connecting piece 130 to allow a person to pass through the slope 110 in which the pipe body 110 is embedded and inserted / fixed in the coupling hole 135. Non-slip tube (147) on the outer circumferential surface of the building complex slope slope sliding block characterized in that it comprises a plurality of stepping plates 140 is connected / connected.
KR1020070004059A 2007-01-15 2007-01-15 Building housing complex Hill is a sliding interception institution KR100697638B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100731930B1 (en) * 2007-03-23 2007-06-25 주식회사 다린이앤씨 Institution for preventing sliding of road's slope
KR100778808B1 (en) 2007-09-05 2007-11-22 (주)다산컨설턴트 Protective member of soil reinforcement slope for road in pro-environment
KR20210013907A (en) * 2019-07-29 2021-02-08 이완표 Structure of Waterway

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* Cited by examiner, † Cited by third party
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KR200345922Y1 (en) * 2003-12-03 2004-03-22 (주)한석엔지니어링 Slope protection device of road or railroad
KR200369391Y1 (en) * 2004-08-05 2004-12-04 김길평 A sliding prevent apparatus of slope for road
KR200402942Y1 (en) * 2005-09-06 2005-12-09 (주)한국해외기술공사 Earth Slip Protection Step Structure for Road Side of Slope
KR100650066B1 (en) * 2006-08-31 2006-11-29 주식회사 진광건설 엔지니어링 건축사사무소 Equipment for intercepting sliding of slope in apartment house

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200345922Y1 (en) * 2003-12-03 2004-03-22 (주)한석엔지니어링 Slope protection device of road or railroad
KR200369391Y1 (en) * 2004-08-05 2004-12-04 김길평 A sliding prevent apparatus of slope for road
KR200402942Y1 (en) * 2005-09-06 2005-12-09 (주)한국해외기술공사 Earth Slip Protection Step Structure for Road Side of Slope
KR100650066B1 (en) * 2006-08-31 2006-11-29 주식회사 진광건설 엔지니어링 건축사사무소 Equipment for intercepting sliding of slope in apartment house

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100731930B1 (en) * 2007-03-23 2007-06-25 주식회사 다린이앤씨 Institution for preventing sliding of road's slope
KR100778808B1 (en) 2007-09-05 2007-11-22 (주)다산컨설턴트 Protective member of soil reinforcement slope for road in pro-environment
KR20210013907A (en) * 2019-07-29 2021-02-08 이완표 Structure of Waterway
KR102228990B1 (en) * 2019-07-29 2021-03-16 이완표 Structure of Waterway

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