KR102780653B1 - debris flow prevention sturcture using wire ring - Google Patents
debris flow prevention sturcture using wire ring Download PDFInfo
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- KR102780653B1 KR102780653B1 KR1020240104169A KR20240104169A KR102780653B1 KR 102780653 B1 KR102780653 B1 KR 102780653B1 KR 1020240104169 A KR1020240104169 A KR 1020240104169A KR 20240104169 A KR20240104169 A KR 20240104169A KR 102780653 B1 KR102780653 B1 KR 102780653B1
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- 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
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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
- E02D17/202—Securing of slopes or inclines with flexible securing means
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16G—BELTS, CABLES, OR ROPES, PREDOMINANTLY USED FOR DRIVING PURPOSES; CHAINS; FITTINGS PREDOMINANTLY USED THEREFOR
- F16G11/00—Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes
- F16G11/04—Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes with wedging action, e.g. friction clamps
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16G—BELTS, CABLES, OR ROPES, PREDOMINANTLY USED FOR DRIVING PURPOSES; CHAINS; FITTINGS PREDOMINANTLY USED THEREFOR
- F16G11/00—Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes
- F16G11/12—Connections or attachments, e.g. turnbuckles, adapted for straining of cables, ropes, or wire
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/13—Geometrical or physical properties having at least a mesh portion
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
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- 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
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Architecture (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
본 발명은 와이어링을 이용한 토석류 방지 구조물에 관한 것으로, 지지플레이트(111)의 좌우에 각각 가이드지주(113)를 형성한 지주고정부(110)와, 상기 지주고정부(110)의 상측에 밀착하는 지지플레이트(121)를 구비하되 지지플레이트(121)의 전후로 연결구(125)를 형성하고 연결구(125) 사이에 한 쌍의 보강지지판(123)을 형성한 빔고정부(120)와, 상기 지주고정부(110)의 가이드지주(113)에 메인지주(131)를 세워 결합하는 지주부(130)와, 상기 빔고정부(120)의 연결구(125)에 H빔(141)을 지면에 눕혀 전후로 각각 결합하는 빔부(140)와, 상기 지주부(130)의 메인지주(131)와 빔부(140)의 H빔(141)에 결합하는 와이어링넷부(150), 및 상기 지주부(130)의 메인지주(131)와 빔부(140)의 H빔(141) 사이에 와이어링넷부(150)를 유기적으로 결합하는 와이어로프부(160)로 구성한 것으로, 지주고정부(110)에 빔고정부(120)를 중첩시켜 설치한 다음 메인지주(131) 하부를 지주고정부(110)의 축 결합함과 동시에 H빔(141)을 빔고정부(110)의 전후에 축 결합하여 지면에 고정시키고, 조립와이어링넷(151)을 좌우의 메인지주(131)와 H빔(141)에 상측에 각각 결합하여 중앙에서 좌우 조립와이어링넷(151)을 체결함과 동시에 오목 부분을 연결와이어링(152)로 엮어 연결한 후 하측으로 조립와이어링넷(151)을 설치하여 상하 측의 조립와이어링넷(151)을 연결와이어로프(153)로 엮어 연결하므로, 토석류를 안전하고 안정적으로 차단하여 토석류에 따른 피해를 효율적으로 억제할 수 있도록 하고 토석류를 하부로 유도하면서 점진적으로 차단하며 토석류의 유입으로 인한 안전사고를 최대로 억제하도록 할 뿐만 아니라 토석류로 발생하는 충격에너지를 센싱하여 즉각 알려주므로 신속하게 대처하여 토석류 발생으로 인한 피해를 현저히 줄일 수 있도록 하는 것이다.The present invention relates to a debris flow prevention structure using wiring, and comprises a support fixing part (110) having guide supports (113) formed on each of the left and right sides of a support plate (111), a beam fixing part (120) having a support plate (121) that is in close contact with the upper side of the support fixing part (110), but forming connection holes (125) at the front and rear sides of the support plate (121) and forming a pair of reinforcing support plates (123) between the connection holes (125), a support part (130) that erects a main support (131) to the guide supports (113) of the support fixing part (110) and connects it, a beam part (140) that lays an H beam (141) on the ground and connects it front and rear to the connection holes (125) of the beam fixing part (120), and a main support (131) of the support part (130) and the beam part (140). It is composed of a wiring net part (150) that is connected to an H beam (141), and a wire rope part (160) that organically connects the wiring net part (150) between the main support (131) of the support part (130) and the H beam (141) of the beam part (140), and the beam fixing part (120) is installed by overlapping the support fixing part (110), and then the lower part of the main support (131) is axially connected to the support fixing part (110), and at the same time, the H beam (141) is axially connected to the front and rear of the beam fixing part (110) and fixed to the ground, and the assembly wiring net (151) is connected to the upper side of the main support (131) and the H beam (141) on the left and right, and the left and right assembly wiring nets (151) are fastened at the center, and the concave part is connected by weaving the connection wiring (152), and then the assembly wiring net (151) is installed on the lower side to connect the upper and lower parts. By connecting the assembly wiring net (151) of the side with a connecting wire rope (153), the debris flow can be safely and stably blocked, effectively suppressing damage caused by the debris flow. In addition, the debris flow is guided downwards and gradually blocked, maximizing safety accidents caused by the inflow of the debris flow. In addition, the impact energy generated by the debris flow is sensed and immediately notified, allowing a quick response and significantly reducing damage caused by the debris flow.
Description
본 발명은 와이어링을 이용한 토석류 방지 구조물에 관한 것으로, 상세하게는 계곡 등에서 지형의 특성에 따라 토사나 잡석 등의 토석류를 효율적으로 차단함과 동시에 흐름을 억제할 수 있도록 하는 와이어링을 이용한 토석류 방지 구조물에 관한 것이다.The present invention relates to a debris flow prevention structure using wiring, and more specifically, to a debris flow prevention structure using wiring that can efficiently block debris flow such as soil and gravel and suppress the flow at the same time depending on the characteristics of the terrain in a valley, etc.
일반적으로, 산악 지대가 포함된 도로를 건설할 때에 절취 등으로 인하여 인공적으로 절개면 또는 경사면이 형성되는데, 이러한 절개면 또는 경사면에서는 암반 내 불연속면의 이완 현상에 의하여 암편이 모암으로부터 분리되어 낙석이 발생할 수 있을 뿐만 아니라, 암석이 대규모로 무너져 내리는 암반 붕괴가 우려되므로 낙석방지시설을 설치하게 된다.In general, when constructing a road that includes a mountainous area, an artificial cut surface or slope is formed by cutting, etc., and on such a cut surface or slope, not only can rock fragments be separated from the parent rock due to the loosening phenomenon of the discontinuity in the rock, causing rockfall, but there is also a concern about rock collapse in which large amounts of rock fall, so rockfall prevention facilities are installed.
이러한 낙석방지시설의 구축에는 그 기능에 따라 보강공법과 보호공법으로 구분되고, 보강공법에는 절취공법, 면정리, 앵커, 록볼트, 콘크리트 버팀벽, 콘크리트 블록공법, 숏크리트, 배수 공법 등이 있고, 보호공법에는 낙석방지망, 낙석방지울타리, 낙석방지옹벽, 피암터널, 식생공법 등이 있다.The construction of these rockfall prevention facilities is divided into reinforcement methods and protection methods according to their functions. Reinforcement methods include cutting methods, surface preparation, anchors, rock bolts, concrete buttresses, concrete block methods, shotcrete, and drainage methods. Protection methods include rockfall prevention nets, rockfall prevention fences, rockfall prevention retaining walls, rock tunnels, and vegetation methods.
낙석방지망의 일례로서 절취 사면 또는 경사면에 보호그물을 덮고 그 위에 종방향 및 횡방향의 와이어로프를 일정한 간격으로 설치하되, 이들의 교차지점을 고정구로 고정하거나 앵커볼트 등으로 지반에 정착시키는 와이어로프 안전망이 이용되고 있으며, 이로써 절개면 또는 경사면에서의 낙석 발생을 억제하고, 낙석이 발생한 경우에는 돌이 튀지 않도록 낙석방지망 밑으로 유도함으로써 각종사고를 방지할 수 있다.As an example of a rockfall prevention net, a wire rope safety net is used in which a protective net is covered on a cut slope or incline, and longitudinal and transverse wire ropes are installed at regular intervals on top of it, and the intersections of these are fixed with fixtures or anchored to the ground with anchor bolts, etc. This suppresses the occurrence of rockfall on the cut slope or incline, and in the event of rockfall, guides the rocks under the rockfall prevention net so that they do not fly up, thereby preventing various accidents.
상기 와이어로프 안전망은 크게 포켓식과 커튼식으로 구분되고, 포켓식 안전망은 PVC 코팅망을 암반 벽면에 밀착시킨 후 수 미터 간격으로 와이어로프를 종방향 및 횡방향으로 교차시킨 후 각 교차지점을 선택하여 결착클립으로 고정시키고 일정한 위치마다 와이어로프의 저항력 확대를 위하여 앵커볼트를 암반에 고정하여 PVC 코팅망 및 와이어로프의 지지력을 증대시키는 것이고, 커튼식 안전망은 중간에 앵커볼트를 설치하지 않은 상태에서 상단과 좌우 측면에만 앵커볼트를 보강하는 것으로 주로 암반의 균열이 심하고 풍화의 진행이 빠른 연암이나 풍화암으로 구성된 절개면에서 사용된다.The above wire rope safety net is largely divided into pocket type and curtain type. The pocket type safety net is made by attaching a PVC coated net to the rock wall, crossing the wire ropes longitudinally and transversely at intervals of several meters, selecting each intersection point and fixing it with a tie clip, and then fixing anchor bolts to the rock at regular intervals to increase the resistance of the wire rope, thereby increasing the bearing capacity of the PVC coated net and wire rope. The curtain type safety net is made by reinforcing anchor bolts only at the top and left and right sides without installing anchor bolts in the middle, and is mainly used in cut surfaces composed of soft rock or weathered rock with severe cracks and rapid weathering.
이와 관련된 종래기술로 대한민국 공개특허공보 특2001-0086663호 (2001.09.15 공개)에는 절취사면에 격자형으로 천공된 다수 개의 구멍에 각각 삽입된 심재와 상기 심재를 지중에 정착하기 위하여 구멍의 선단에 주입된 그라우팅으로 구성되는 다수 개의 보강재; 중앙에 상기 심재가 삽입되는 구멍이 형성된 판상의 지압판; 상기 지압판위로 설치되며 상기 지압판보다 크기가 작은 평판과 상기 평판의 하부면 둘레를 따라 돌출된 벽으로 구성되고 상기 평판의 중앙에는 상기 보강재의 심재가 삽입되는 구멍이 형성되며 상기 벽에는 90도 간격으로 다수 개의 가이드 구멍이 형성된 정착구; 상기 보강재의 심재를 상기 정착구 위에 정착, 고정하는 라이너 스크류와 너트; 및 상기 정착구의 가이드 구멍을 통해 삽입되어 격자형으로 설치된 다수 개의 정착구를 서로 결속하는 연결와이어;로 구성된 연결 와이어를 이용한 사면보강장치가 개시되어 있다.As a related art, Korean Patent Publication No. 2001-0086663 (published on September 15, 2001) discloses a slope reinforcement device using a connecting wire, which comprises: a plurality of reinforcing materials each composed of a core material inserted into a plurality of holes perforated in a grid pattern on a cut slope and grouting injected into the tip of the holes to anchor the core material into the ground; a plate-shaped pressure plate having a hole formed in the center into which the core material is inserted; an anchoring member comprising a flat plate installed on the pressure plate and smaller in size than the pressure plate and a wall protruding along the lower perimeter of the flat plate, wherein a hole into which the core material of the reinforcing material is inserted is formed in the center of the flat plate and a plurality of guide holes are formed at 90-degree intervals in the wall; a liner screw and nut that anchor and fix the core material of the reinforcing material on the anchoring member; and a connecting wire that is inserted through the guide holes of the anchoring member and connects the plurality of anchoring members installed in a grid pattern to each other.
또한, 대한민국 공개특허공보 제10-2010-0138967호(2010.12.31 공개)에는 교차 방향으로 결합되는 로프부재 및 상기 로프부재에 연결되는 와이어 네트를 포함하며 고정수단에 의해 경사지에 고정되는 네트 조립체에 의해 경사지를 덮는 낙석방지 구조물로서, 상기 고정수단은 경사지의 표면층을 안정화시키도록 경사지 내측으로 삽입되는 하나 또는 그보다 많은 앵커이며, 상기 앵커 및 네트 조립체는 경사지에 있는 확인된 암석 덩어리의 이동을 억제하는데 충분한 강도를 갖는 낙석방지 구조물이 개시되어 있다.In addition, Korean Patent Publication No. 10-2010-0138967 (published on December 31, 2010) discloses a rockfall prevention structure covering a slope by a net assembly including rope members joined in a cross direction and a wire net connected to the rope members, wherein the net assembly is fixed to the slope by a fixing means, wherein the fixing means is one or more anchors inserted into the slope to stabilize a surface layer of the slope, and the anchor and net assembly have sufficient strength to suppress movement of a rock mass identified on the slope.
특히 본 출원인이 선 출원한 등록특허 제10-2476908호(2022.12.08 등록)에는 콘크리트블록을 형성하여 지주를 고착시키는 메인지지부 형성단계와, 콘크리트블록 사이에 다수개의 와이어링을 상하좌우로 일정하게 형성시키는 와이어링넷으로 체결하는 와이어링넷 결합단계와, 콘크리트블록 사이에 결합시킨 와이어링넷에 하향으로 하부와이어링넷을 연결하여 하부 계곡을 덮는 하부와이어링넷 결합단계와, 하부와이어링넷의 외각을 고정하는 구조물 구축단계를 포함하여 구성하므로, 낙서 등의 토석류가 흘러내리는 경우에도 이를 차단함과 동시에 하부와이어링넷을 내부 측으로 쌓이도록 유도하여 효율적으로 토석류를 흘러내림을 방지하도록 하는 것으로서, 와이어링넷의 수축 팽창 및 탄성수단에 의해 효율적으로 충격에너지를 흡수함과 동시에 하부와이어링넷에서 토석류를 내측으로 유도하여 이를 제어하므로 토석류 차단 효율이 매우 높을 뿐만 아니라 지속하여 계곡을 안정적으로 유지할 수 있는 토석류 방지 구조물이 개시되어 있다.In particular, the registered patent No. 10-2476908 (registered on December 8, 2022) previously applied for by the present applicant comprises a main support forming step for forming concrete blocks to fix a pillar, a wiring net joining step for connecting a plurality of wirings between the concrete blocks in a regular manner in the up, down, left, and right directions with a wiring net, a lower wiring net joining step for connecting a lower wiring net downward to the wiring net joined between the concrete blocks to cover the lower valley, and a structure construction step for fixing the outer shell of the lower wiring net. Therefore, even if debris such as graffiti flows down, it is blocked and at the same time, the lower wiring net is guided to pile up inward to efficiently prevent the debris flow from flowing down. The debris flow prevention structure is disclosed, which efficiently absorbs impact energy by the shrinkage/expansion and elastic means of the wiring net and controls it by guiding the debris flow inward from the lower wiring net, so that not only is the debris flow blocking efficiency very high, but also can continuously maintain the valley stably.
그러나 이러한 종래기술은 계곡 토석류에 차단에는 한계가 있어 효율적이고 안정적으로 토석류를 차단할 수 있는 새로운 기술의 개발이 지속적으로 요구되어 왔다.However, these conventional technologies have limitations in blocking debris flows in valleys, and there has been a continuous demand for the development of new technologies that can block debris flows efficiently and stably.
따라서 본 발명의 주 목적은 계곡 등에서 발생하는 토사나 잡석 등의 토석류를 안전하고 안정적으로 차단하여 토석류에 따른 피해를 효율적으로 억제할 수 있도록 하는 와이어링을 이용한 토석류 방지 구조물을 제공하는 데 있다.Therefore, the main purpose of the present invention is to provide a debris flow prevention structure using wiring that safely and stably blocks debris flows such as soil and gravel generated in valleys and the like, thereby efficiently suppressing damage caused by debris flows.
본 발명의 다른 목적은 토사나 잡석 등의 토석류로 발생하는 충격에너지를 효율적으로 흡수함과 동시에 이를 하부로 유도하면서 점진적으로 차단하여 토석류의 유입으로 인한 안전사고를 억제하도록 하는 와이어링을 이용한 토석류 방지 구조물을 제공하는 데 있다.Another object of the present invention is to provide a debris flow prevention structure using wiring that efficiently absorbs impact energy generated by debris flow such as soil or gravel, and at the same time guides it downward and gradually blocks it, thereby preventing safety accidents caused by the inflow of debris flow.
본 발명의 다른 목적은 토사나 잡석 등의 토석류로 발생하는 충격에너지를 센싱하여 이를 즉각 알려주므로 신속하게 대처하여 토석류 발생으로 인한 피해를 현저히 줄일 수 있도록 하는 와이어링을 이용한 토석류 방지 구조물을 제공하는 데 있다.Another purpose of the present invention is to provide a debris flow prevention structure using wiring that senses impact energy generated by debris flows such as sand or gravel and immediately reports the same, thereby enabling rapid response and significantly reducing damage caused by debris flows.
상기한 목적을 달성하기 위하여 본 발명의 와이어링을 이용한 토석류 방지 구조물은 지지플레이트의 좌우에 각각 가이드지주를 형성한 지주고정부와, 상기 지주고정부의 상측에 밀착하는 지지플레이트를 구비하되 지지플레이트의 전후로 연결구를 형성하고 연결구 사이에 한 쌍의 보강지지판을 형성한 빔고정부와, 상기 지주고정부의 가이드지주에 메인지주를 세워 결합하는 지주부와, 상기 빔고정부의 연결구에 H빔을 지면에 눕혀 전후로 각각 결합하는 빔부와, 상기 지주부의 메인지주와 빔부의 H빔에 결합하는 와이어링넷부, 및 상기 지주부의 메인지주와 빔부의 H빔 사이에 와이어링넷부를 유기적으로 결합하는 와이어로프부로 구성함을 그 기술적 구성상 기본 특징으로 한다.In order to achieve the above object, the debris flow prevention structure using wiring of the present invention is characterized in that it comprises a support fixing part having guide posts formed on the left and right sides of a support plate, a beam fixing part having a support plate that is in close contact with the upper side of the support fixing part while forming connection ports at the front and rear sides of the support plate and forming a pair of reinforcing support plates between the connection ports, a support part connecting a main support by erecting it on the guide posts of the support fixing part, a beam part connecting an H-beam to the connection ports of the beam fixing part by laying it on the ground front and rear respectively, a wiring net part connecting to the main support of the support part and the H beam of the beam part, and a wire rope part organically connecting the wiring net part between the main support of the support part and the H beam of the beam part.
따라서, 본 발명의 와이어링을 이용한 토석류 방지 구조물은 좌우 측에 지주고정부의 지지플레이트에 빔고정부의 지지플레이트를 중첩시켜 고정 설치한 다음 메인지주 하부를 지주고정부의 가이드지주와 보강지지판 사이에 각각 끼워 축 결합함과 동시에 H빔을 빔고정부의 전후에 형성한 연결구에 각각 축 결합하여 지면에 고정시키므로 중량을 줄여 사면 등 까다로운 작업 환경에도 원활하게 안전하게 작업을 수행할 수 있도록 하고, 일정크기로 제작한 조립와이어링넷을 좌우의 메인지주와 H빔에 상측에 각각 결합하여 좌우 메인지주와 H빔 사이 중앙에서 조립와이어링넷을 체결함과 동시에 오목 부분을 연결와이어링로 엮어 연결한 후 상기와 같이 하측으로 조립와이어링넷을 설치하여 상하 측의 조립와이어링넷을 연결와이어로프로 엮어 연결하므로 현장 작업시간을 줄여 줄 뿐만 아니라 견고하게 결합하여 토석류 방지 효율을 향상시키되, 상부와이어로프와 하부와이어로프 등에 의해 유기적 견고하게 고정하는 것으로, 계곡 등에서 발생하는 토사나 잡석 등의 토석류를 안전하고 안정적으로 차단하여 토석류에 따른 피해를 효율적으로 억제할 수 있도록 하고 토석류를 하부로 유도하면서 점진적으로 차단하며 토석류의 유입으로 인한 안전사고를 최대로 억제하도록 할 뿐만 아니라 토석류로 발생하는 충격에너지를 센싱하여 이를 즉각 알려주므로 신속하게 대처하여 토석류 발생으로 인한 피해를 현저히 줄일 수 있도록 하는 효과가 있다.Therefore, the debris flow prevention structure using wiring of the present invention is fixedly installed by overlapping the support plates of the beam fixing part on the support plates of the support fixing part on the left and right sides, and then the lower part of the main support is inserted between the guide support and the reinforcing support plate of the support fixing part and axially connected, and at the same time, the H beam is axially connected to the connecting holes formed in the front and rear of the beam fixing part and fixed to the ground, thereby reducing the weight and enabling smooth and safe work even in difficult work environments such as slopes, and the assembly wiring net manufactured to a certain size is connected to the upper side of the left and right main support and H beam respectively, and the assembly wiring net is fastened at the center between the left and right main support and H beam, and at the same time, the concave part is connected by weaving the connecting wiring, and then the assembly wiring net is installed on the lower side as described above, and the assembly wiring nets on the upper and lower sides are connected by weaving the connecting wire rope, so that not only the on-site work time is reduced, but also the efficiency of debris flow prevention is improved by firmly connecting them, while organically and firmly fixing them by the upper wire rope and the lower wire rope, etc., so that soil or rubble occurring in valleys, etc. It is effective in effectively suppressing damage caused by debris flows by safely and stably blocking debris flows, gradually blocking debris flows while guiding them downwards, and minimizing safety accidents caused by debris flows as much as possible. In addition, it senses the impact energy generated by debris flows and notifies the user immediately, allowing a quick response and significantly reducing damage caused by debris flows.
도 1 은 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물을 나타낸 정면도.
도 2 는 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물을 나타낸 측면도.
도 3 은 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 지압고정부분을 분리하여 나타낸 사시도.
도 4 는 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 지압고정부분을 나타낸 평면도.
도 5 는 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 지주고정부의 다른 예를 나타낸 평면도.
도 6 은 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 메인지주와 H빔 중앙 결합상태를 나타낸 상세도.
도 7 은 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 메인지주와 H빔 하부 결합상태를 나타낸 상세도.
도 8 은 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 메인지주 상부 결합상태를 나타낸 상세도.
도 9 는 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 H빔 결합상태를 나타낸 상세도.
도 10 은 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 와이어링넷 결합상태를 나타낸 상세도.
도 11 은 본 발명에 따른 와이어링을 이용한 토석류 방지 구조물의 충격감지부를 나타낸 개략도.Figure 1 is a front view showing a debris flow prevention structure using wiring according to the present invention.
Figure 2 is a side view showing a debris flow prevention structure using wiring according to the present invention.
Figure 3 is a perspective view showing the pressure fixing part of a debris flow prevention structure using wiring according to the present invention in isolation.
Figure 4 is a plan view showing a pressure fixing part of a debris flow prevention structure using wiring according to the present invention.
Figure 5 is a plan view showing another example of a supporting part of a debris flow prevention structure using wiring according to the present invention.
Figure 6 is a detailed drawing showing the main support and central H-beam connection state of a debris flow prevention structure using wiring according to the present invention.
Figure 7 is a detailed drawing showing the main support and lower H-beam joint state of a debris flow prevention structure using wiring according to the present invention.
Figure 8 is a detailed drawing showing the upper main support joint state of a debris flow prevention structure using wiring according to the present invention.
Figure 9 is a detailed drawing showing the H-beam bonding state of a debris flow prevention structure using wiring according to the present invention.
Figure 10 is a detailed drawing showing the wiring net connection state of a debris flow prevention structure using wiring according to the present invention.
Figure 11 is a schematic diagram showing an impact detection unit of a debris flow prevention structure using wiring according to the present invention.
이하, 첨부한 도면을 참조하면서 본 발명의 실시 예를 상세하게 설명하면 다음과 같다.Hereinafter, embodiments of the present invention will be described in detail with reference to the attached drawings.
도 1 내지 도 11 에 나타낸 바와 같이, 본 발명의 와이어링을 이용한 토석류 방지 구조물(100)은 지지플레이트(111)의 좌우에 각각 가이드지주(113)를 형성한 지주고정부(110)와, 상기 지주고정부(110)의 상측에 밀착하는 지지플레이트(121)를 구비하되 지지플레이트(121)의 전후로 연결구(125)를 형성하고 연결구(125) 사이에 한 쌍의 보강지지판(123)을 형성한 빔고정부(120)와, 상기 지주고정부(110)의 가이드지주(113)에 메인지주(131)를 세워 결합하는 지주부(130)와, 상기 빔고정부(120)의 연결구(125)에 H빔(141)을 지면에 눕혀 전후로 각각 결합하는 빔부(140)와, 상기 지주부(130)의 메인지주(131)와 빔부(140)의 H빔(141)에 결합하는 와이어링넷부(150), 및 상기 지주부(130)의 메인지주(131)와 빔부(140)의 H빔(141) 사이에 와이어링넷부(150)를 유기적으로 결합하는 와이어로프부(160)로 구성한다.As shown in FIGS. 1 to 11, the debris flow prevention structure (100) using wiring of the present invention comprises a support fixing part (110) having guide supports (113) formed on the left and right sides of a support plate (111), a support plate (121) that is in close contact with the upper side of the support fixing part (110), a beam fixing part (120) that forms connection holes (125) at the front and rear sides of the support plate (121) and forms a pair of reinforcing support plates (123) between the connection holes (125), a support part (130) that erects a main support (131) to connect it to the guide supports (113) of the support fixing part (110), a beam part (140) that lays an H beam (141) on the ground to connect it to the connection holes (125) of the beam fixing part (120) in the front and rear, and a support part (130) that is formed on the front and rear sides of the support plate (121). It is composed of a wiring net part (150) that is connected to the main support (131) and the H beam (141) of the beam part (140), and a wire rope part (160) that organically connects the wiring net part (150) between the main support (131) of the support part (130) and the H beam (141) of the beam part (140).
상기 지주고정부(110)는 지지플레이트(111)의 좌우에 디귿 형상의 가이드지주(113)를 상호 마주하게 세워 일체로 형성하되 지지플레이트(111)의 코너 부분 각각에 지주공(112)을 천공하여 매설지주(116)로 견고하게 고정하도록 함이 바람직하고 가이드지주(113)에 결합축공(114)을 천공함과 동시에 결합축공(114)의 하측으로 복수의 각도조절공을 선택적으로 천공하여 기울기를 더욱 견고하게 세팅할 수 있도록 한다.The above-mentioned support fixing member (110) is formed integrally by placing a guide support member (113) in the shape of a digut on the left and right of the support plate (111) so as to face each other, and it is preferable to drill a support hole (112) in each corner of the support plate (111) so as to be firmly fixed with a buried support member (116), and at the same time as drilling a joint shaft hole (114) in the guide support member (113), a plurality of angle adjustment holes are selectively drilled on the lower side of the joint shaft hole (114) so that the inclination can be set more firmly.
상기 빔고정부(120)는 좌우에 가이드지주(113)를 수용하는 가이드홈(126) 형성한 지지플레이트(121)를 구비하여 지주고정부(110)의 지지플레이트(111) 상면에 안착시키도록 하되 전후로 결합축공을 형성한 디귿 형상의 연결구(125)를 부착하여 H빔(141)을 전후에 각각 축 결합할 수 있도록 한다.The above beam fixing member (120) is provided with a support plate (121) formed with a guide groove (126) that accommodates a guide support member (113) on the left and right sides, so that it is secured to the upper surface of the support plate (111) of the support fixing member (110), and a connecting hole (125) in the shape of a diget that forms a connecting shaft hole at the front and rear is attached so that an H beam (141) can be connected at the front and rear, respectively.
또한, 전후의 연결구(125) 사이에 한 쌍의 보강지지판(123)을 부착하고 보강지지판(123)에 가이드지주(113)의 결합축공(114)에 대응하는 결합축공(124)을 형성하여 함이 바림직하다.In addition, it is desirable to attach a pair of reinforcing support plates (123) between the front and rear connecting portions (125) and form a connecting shaft hole (124) corresponding to the connecting shaft hole (114) of the guide post (113) in the reinforcing support plate (123).
상기 지주부(130)는 디귿형 프레임 한 쌍의 메인지주(131)를 형성하되 메인지주(131)의 하부에 보강지지판(132)을 부착하여 지주고정부(110)의 가이드지주(113)와 보강지지판(123) 사이에 각각 끼워 축 결합하므로 한 쌍의 메인지주(131) 사이에 간격유지공간(133)을 형성하도록 한다.The above-mentioned support member (130) forms a pair of main supports (131) in a die-shaped frame, and a reinforcing support plate (132) is attached to the lower part of the main support member (131) and is axially connected by inserting it between the guide support member (113) and the reinforcing support plate (123) of the support fixing member (110), thereby forming a gap maintenance space (133) between the pair of main supports (131).
이때 메인지주(131)와 가이드지주(113)와 보강지지판(123)을 메인축(136)으로 축 결합하되 메인축(136)에 래칫장치(135)를 결합하여 안전하고 편리하게 메인지주(131)의 각도 조절함과 동시에 견고한 지지력을 얻을 수 있도록 할 수도 있다.At this time, the main support (131), the guide support (113), and the reinforcing support plate (123) are connected to the main shaft (136), and a ratchet device (135) can be connected to the main shaft (136) to safely and conveniently adjust the angle of the main support (131) while obtaining a solid supporting force.
더욱이, 메인지주(131)의 각도 조절 후 각도조절공 천공하여 핀 결합 등을 통해 더욱 견고하게 결합시킴과 동시에 메인지주(131)에 길이 방향으로 가이드공(134)을 복수로 천공하여 와이어로프 등을 효율적으로 가이드할 수 있도록 함이 바람직하다. Furthermore, after adjusting the angle of the main support (131), it is desirable to drill an angle adjustment hole and securely connect it through pin connection, etc., and at the same time, to drill multiple guide holes (134) in the longitudinal direction of the main support (131) so that wire ropes, etc. can be efficiently guided.
상기 빔부(140)는 H빔(141)을 빔고정부(110)의 전후에 형성한 연결구(125)에 결합축핀(142)으로 각각 축 결합하되 H빔(141)의 열린 부분을 상하측에 위치하도록 하고 중앙 연결편(141a)에 길이방향으로 복수의 고정공(146)을 천공하여 고정지주(143)로 견고하게 고정함이 바람직하다.The above beam part (140) is preferably secured firmly with a fixed support (143) by axially connecting the H beam (141) to the connecting hole (125) formed in the front and rear of the beam fixing part (110) with a connecting pin (142), with the open part of the H beam (141) positioned at the upper and lower sides, and by drilling a plurality of fixing holes (146) in the longitudinal direction in the central connecting piece (141a).
한편, 지주고정부(110)의 가이드지주(113) 하측에 결합축핀(142)으로 H빔(141)을 결합하여 설치 지형에 따라 선택적으로 연결하여 사용할 수도 있다.Meanwhile, an H beam (141) can be selectively connected and used depending on the installation terrain by connecting it to the lower side of the guide support (113) of the support fixture (110) with a joint pin (142).
아울러, H빔(141)의 상측 열린 부분 지지편(141b)에 좌우로 구멍을 천공하여 로프결합구(144)를 축 결합함과 동시에 각각의 로프결합구(144)에 래칫장치(145)를 함께 결합하여 와이어로프를 효율적으로 당겨 견고하게 고정할 수 있도록 한다.In addition, holes are drilled on the left and right sides of the upper open portion support piece (141b) of the H beam (141) to axially couple the rope coupling member (144) and simultaneously couple a ratchet device (145) to each rope coupling member (144) so that the wire rope can be pulled efficiently and firmly fixed.
여기서 로프결합구(144)는 원형의 봉으로 형성하되 복수의 구멍을 천공하여 와이어로프를 구멍에 관통시켜 연결하도록 한다.Here, the rope connection member (144) is formed as a circular bar, and multiple holes are drilled to allow the wire rope to pass through the holes for connection.
상기 와이어링넷부(150)는 와이어로프를 수평으로 엮음과 동시에 좌우 교차부분을 클립 등 체결부재(154)로 체결하여 일정한 크기의 와이어링을 형성시킴과 동시에 일측으로 결합로프(155)를 형성하여 1열을 완성하고, 완성한 1열의 하측 또는 상측으로 와이어로프를 1열 와이어링과 함께 엮음과 동시에 좌우 교차부분을 체결부재(154)로 체결하여 상기와 같이 2열을 형성하며, 이를 순차적으로 반복 수행하여 설계를 반영한 일정 면적을 갖는 조립와이어링넷(151)을 공장 등에서 제작하도록 한다.The above wiring net section (150) forms a wiring of a certain size by weaving wire ropes horizontally and fastening the left and right intersections with fastening members (154) such as clips, and at the same time, forms a joining rope (155) on one side to complete the first row, and at the lower or upper side of the completed first row, weaves the wire ropes together with the first row wiring and fastens the left and right intersections with fastening members (154) to form the second row as described above, and by performing this sequentially and repeatedly, an assembled wiring net (151) having a certain area reflecting the design is manufactured in a factory, etc.
이러한 조립와이어링넷(151)은 현장에서 2개의 조립와이어링넷(151)을 좌우 측에 설치하되 외향 측으로 결합로프(155)를 위치시켜 빔부(140)의 로프결합구(144)에 각각 결합하고, 2개의 조립와이어링넷(151)의 중앙 부분에서 상호 밀착하는 와이어링을 샤클 등의 체결부재(154)로 결합함과 동시에 오목 부분을 연결와이어링(152)으로 엮어 좌우을 조립와이어링넷(151)을 결합한다.This assembly wiring net (151) is installed on the left and right sides of the site, with the connecting rope (155) positioned toward the outside and connected to the rope connecting hole (144) of the beam section (140), and the wiring that is in close contact with each other in the central portion of the two assembly wiring nets (151) is connected with a connecting member (154) such as a shackle, and at the same time, the concave portion is woven with connecting wiring (152) to connect the left and right assembly wiring nets (151).
여기서 2개의 조립와이어링넷(151)을 결합한 상태에서 상측 또는 하측으로 상기와 같이 새로운 2개의 조립와이어링넷(151)을 결합함과 동시에 상하를 연결와이어로프(153)으로 엮어 형성하도록 한다. Here, two assembly wiring nets (151) are combined, and two new assembly wiring nets (151) are combined as described above, upper or lower, while the upper and lower sides are woven together with a connecting wire rope (153).
상기 와이어로프부(160)는 상부와이어로프(161), 하부와이어로프(163), 지주와이어로프(164) 및 각도와이어로프(165) 등으로 구성하되, 상부와이어로프(161)와 하부와이어로프(163)는 각각 2개 이상의 와이어로프로 2열 이상으로 설치함이 바람직하다.The above wire rope section (160) is composed of an upper wire rope (161), a lower wire rope (163), a support wire rope (164), and an angle wire rope (165), but it is preferable that the upper wire rope (161) and the lower wire rope (163) are each installed in two or more rows with two or more wire ropes.
여기서 2열로 형성한 상부와이어로프(161)는 최상측 와이어로프로를 와이어링넷의 최상단 와이어링 상측에 샤클로 결합하여 수평 설치하고, 다른 1개의 와이어로프를 와이어링넷의 최상단 와이어링 하측 와이어링 상측에 전후 교호로 관통시켜 수평 설치하되, 각각의 와이어로프 양단에 턴버클(166)을 결합함과 동시에 턴버클(166)에 지지와이어로프(162)의 중앙부를 결합하고 지지와이어로프(162)를 메인지주(131)의 가이드공(134)과 간격유지공간(133)을 거쳐 양단을 전후 또는 좌우 측으로 경사지게 형성하여 매설지주(168)로 지면에 견고하게 고정하도록 하며, 상부와이어로프(161)의 최상측 와이어로프에는 복수의 지지바(169)를 상단을 일정간격으로 결합하여 지지력을 보강하되 지지바(169)를 와이어링에 상하 교호로 관통시켜 결합한다.Here, the upper wire rope (161) formed in two rows is installed horizontally by connecting the uppermost wire rope to the upper side of the uppermost wiring of the wiring net with a shackle, and another wire rope is installed horizontally by passing through the upper side of the lower wiring of the uppermost wiring of the wiring net alternately back and forth, and a turnbuckle (166) is connected to both ends of each wire rope, and at the same time, the center of the support wire rope (162) is connected to the turnbuckle (166), and the support wire rope (162) is formed so that both ends are inclined forward and backward or left and right through the guide hole (134) and the spacing space (133) of the main support (131) so as to be firmly fixed to the ground with the buried support (168), and the uppermost wire rope of the upper wire rope (161) is connected to the uppermost wire rope with a plurality of support bars (169) at regular intervals at the top to reinforce the support force, but the support bars (169) are alternately connected to the wiring up and down. Connect by penetrating.
또한, 2열로 형성한 하부와이어로프(163)는 2개의 와이어로프로 형성하여 와이어링넷의 최하단 와이어링 하측과 최하단 와이어링 상측 와이어링 하측에 전후 교호로 관통시키고, 각각의 와이어로프 양측을 H빔(141)에 관통시킨 다음 고리를 결합하여 매설지주(168)로 지중에 견고하게 결합시키며, 최하단 와이어로프에 복수의 매설지주(168)로 지중에 견고하게 고정한다.In addition, the lower wire rope (163) formed in two rows is formed with two wire ropes and alternately penetrates the lower wiring of the lowest wiring and the upper wiring of the lowest wiring of the wiring net, and both sides of each wire rope are penetrated through the H beam (141), and then the rings are combined to firmly connect the wire rope to the ground with a burial support (168), and the lower wire rope is firmly fixed to the ground with a plurality of burial support (168).
나아가, 지주와이어로프(164)는 중앙부를 메인지주(131)의 상측에 가이드공(134)에 결합하고 양단을 전후 또는 좌우 측으로 경사지게 형성하여 매설지주(168)로 지면에 견고하게 고정하도록 한다. Furthermore, the main support wire rope (164) is connected to the guide hole (134) on the upper side of the main support (131) at the central part and is formed with both ends inclined to the front, back, left, and right sides to be firmly fixed to the ground by the buried support (168).
더불어, 지주와이어로프(164)와 지지와이어로프(162)는 매설지주(168) 결합위치에 래칫장치(167)를 연결하여 결합하므로 효율적으로 탄성을 조절할 수 있도록 함이 바람직하다.In addition, it is desirable to connect the support wire rope (164) and the supporting wire rope (162) by connecting a ratchet device (167) to the connection position of the buried support (168) so that the elasticity can be adjusted efficiently.
아울러, 각도와이어로프(165)는 메인지주(131)의 상측에 상부를 결합하고 하부를 H빔(141)의 래칫장치(145)를 구비한 로프결합구(144)에 결합하되, 각도와이어로프(165)의 상부에 감아 통상의 텐션을 얻을 수 있도록 한다.In addition, the angle wire rope (165) is connected at the upper end to the upper side of the main support (131) and at the lower end to a rope connecting member (144) equipped with a ratchet device (145) of an H beam (141), and is wound around the upper end of the angle wire rope (165) so that normal tension can be obtained.
한편, 설치 지형의 특성을 고려하여 메인지주(131) 등 소정위치에 충격에너지를 센싱하는 충격감지센서(171)와 무선전송수단(172)을 구비한 통상의 충격감시부(170)를 설치하여 토석류 발생시 이를 즉시 감지하여 무선전송수단(172)으로 실시간 경고함과 동시에 빠르게 조치할 수 있도록 함이 이상적이다.Meanwhile, considering the characteristics of the installation terrain, it is ideal to install a conventional impact monitoring unit (170) equipped with an impact detection sensor (171) that senses impact energy at a designated location such as the main support (131) and a wireless transmission means (172) so that when a debris flow occurs, it can be immediately detected and a real-time warning can be given via the wireless transmission means (172) and measures can be taken quickly.
이러한 본 발명의 작용을 설명하면 다음과 같다.The operation of the present invention is explained as follows.
먼저, 와이어로프를 수평으로 엮음과 동시에 좌우 교차부분을 클립 등 체결부재(154)로 체결하여 일정한 크기의 와이어링을 형성시킴과 동시에 일측으로 결합로프(155)를 형성하여 1열을 완성하고, 완성한 1열의 하측 또는 상측으로 와이어로프를 1열 와이어링과 함께 엮음과 동시에 좌우 교차부분을 체결부재(154)로 체결하여 상기와 같이 2열을 형성하며, 이를 순차적으로 반복 수행하여 조립와이어링넷(151)을 전후 한 쌍으로 다수개 제조하여 현장에 공급한다.First, wire ropes are woven horizontally and at the same time, the left and right intersections are fastened with fastening members (154) such as clips to form wiring of a certain size, and at the same time, a joining rope (155) is formed on one side to complete the first row. Then, wire ropes are woven together with the first-row wiring on the lower or upper side of the completed first row and at the same time, the left and right intersections are fastened with fastening members (154) to form the second row as described above. This is performed sequentially and repeatedly to manufacture a plurality of assembled wiring nets (151) in pairs, which are then supplied to the site.
여기서 계곡 등 토석류가 발생할 우려가 높은 현장의 좌우 측에 지주고정부(110)의 지지플레이트(111)에 빔고정부(120)의 지지플레이트(121)를 중첩시켜 매설지주(116)로 견고하게 고정 설치한 다음 한 쌍의 메인지주(131) 하부를 지주고정부(110)의 가이드지주(113)와 보강지지판(123) 사이에 각각 끼워 축 결합함과 동시에 H빔(141)을 빔고정부(110)의 전후에 형성한 연결구(125)에 각각 축 결합하여 지면에 고정시키되 각도와이어로프(165)를 일단을 메인지주(131)의 상부를 결합하고 타단을 H빔(141)의 래칫장치(145)를 구비한 로프결합구(144)에 결합하여 메인지주(131)를 원하는 각도로 견고하게 세워 설치한다.Here, on the left and right sides of a site where there is a high risk of debris flow such as a valley, the support plate (121) of the beam fixing member (120) is overlapped with the support plate (111) of the support fixing member (110) and firmly fixed and installed with the buried support member (116), and then the lower part of a pair of main support members (131) is inserted between the guide support member (113) and the reinforcing support plate (123) of the support fixing member (110) and axially connected, and at the same time, the H beam (141) is axially connected to the connecting member (125) formed in the front and rear of the beam fixing member (110) and fixed to the ground, and an angled wire rope (165) is connected at one end to the upper part of the main support member (131) and the other end to a rope connecting member (144) equipped with a ratchet device (145) of the H beam (141) and firmly erected and installed so that the main support member (131) is erected at the desired angle.
이러한 상태에서 일정크기로 제작한 조립와이어링넷(151)의 결합로프(155)를 좌우의 메인지주(131)와 H빔(141)에 상측에 각각 결합하여 좌우 메인지주(131)와 H빔(141) 사이 중앙에서 조립와이어링넷(151)을 서로 마주하게 형성한 다음 돌출부분을 샤클이나 클립 등으로 체결함과 동시에 오목 부분을 연결와이어링(152)로 엮어 견고하게 연결한다.In this state, the connecting rope (155) of the assembly wiring net (151) manufactured to a certain size is connected to the upper side of the left and right main supports (131) and the H beam (141), respectively, so that the assembly wiring net (151) faces each other in the center between the left and right main supports (131) and the H beam (141), and then the protruding part is fastened with a shackle or clip, etc., and the concave part is woven with a connecting wire (152) to securely connect it.
연이어 상기와 같이 하측으로 조립와이어링넷(151)을 설치함 동시에 상하 측의 조립와이어링넷(151)을 연결와이어로프(153)로 엮어 연결하되 이를 반복 실시하여 설계 면적 전체에 설치한다.As described above, the assembly wiring net (151) is installed in the lower side, and the assembly wiring nets (151) on the upper and lower sides are connected by weaving them with a connecting wire rope (153). This is repeated to install them over the entire design area.
여기서 2열로 형성한 상부와이어로프(161)를 최상측 와이어로프로를 전체 와이어링넷의 최상단 와이어링 상측에 결합하고, 다른 1개의 와이어로프를 와이어링넷의 최상단 와이어링 하측 와이어링 상측에 전후 교호로 관통시켜 결합하되, 각각의 와이어로프 양단에 턴버클(166)을 결합함과 동시에 턴버클(166)에 지지와이어로프(162)의 중앙부를 결합하고 지지와이어로프(162)를 메인지주(131)의 가이드공(134)과 간격유지공간(133)을 거쳐 양단을 전후 또는 좌우 측으로 경사지게 형성하여 매설지주(168)로 지면에 견고하게 고정하도록 하며, 상부와이어로프(161)의 최상측 와이어로프로에는 복수의 지지바(169)를 상단을 일정간격으로 결합하여 지지력을 보강하되 지지바(169)를 와이어링에 상하 교호로 관통시켜 결합하도록 한다.Here, the upper wire rope (161) formed in two rows is connected to the upper wire rope at the top of the entire wiring net, and another wire rope is connected by passing through the upper wiring of the lower wiring of the upper wiring net alternately back and forth, and a turnbuckle (166) is connected to both ends of each wire rope, and at the same time, the center of the support wire rope (162) is connected to the turnbuckle (166), and the support wire rope (162) is formed so that both ends are inclined forward and backward or left and right through the guide hole (134) and the spacing space (133) of the main support (131) so as to be firmly fixed to the ground with the buried support (168), and a plurality of support bars (169) are connected to the upper wire rope of the upper wire rope (161) at regular intervals at the top to reinforce the support force, but the support bars (169) are connected by passing through the wiring alternately up and down. Do it.
나아가, 2열로 형성한 하부와이어로프(163)는 2개의 와이어로프를 구비하여 전체 와이어링넷의 최하단 와이어링 하측과 최하단 와이어링 상측 와이어링 하측에 전후 교호로 관통시키고, 각각의 와이어로프 양측을 H빔(141)에 관통시킨 다음 고리를 결합하여 매설지주(168)로 지중에 견고하게 결합시키며, 최하단 와이어로프에 일정간격으로 복수의 매설지주(168)를 결합하여 견고하게 고정하는 것이다.Furthermore, the lower wire rope (163) formed in two rows is provided with two wire ropes and passes alternately back and forth through the lower wiring of the lowest wiring and the upper wiring of the lowest wiring of the entire wiring net, and both sides of each wire rope pass through the H beam (141) and then the rings are combined to firmly connect the wire rope to the ground with a burial support (168), and a plurality of burial support (168) are combined at regular intervals to firmly secure the wire rope at the lowest level.
한편, 토석류의 종류에 따라 능형망 등의 차단망을 통상의 방법으로 함께 형성할 수도 있다.Meanwhile, depending on the type of debris flow, a blocking net such as a ridge net can be formed using the usual method.
이상의 설명에서 본 발명은 특정의 실시 예와 관련하여 도시 및 설명하였지만, 통상의 턴 버클 등 연결 부재 등의 선택적으로 적용할 수 있는 것으로 청구범위에 의해 나타난 발명의 사상 및 영역으로부터 벗어나지 않는 한도 내에서 다양한 개조 및 변화가 가능하다는 것을 이 기술분야에서 통상의 지식을 가진 자라면 누구나 쉽게 알 수 있을 것이다.While the present invention has been illustrated and described with respect to specific embodiments in the foregoing description, it will be readily apparent to those skilled in the art that various modifications and changes may be made therein without departing from the spirit and scope of the invention as indicated by the claims, and that such modifications and changes may be made therein without departing from the spirit and scope of the invention as indicated by the claims, and that such modifications and changes may be made therein without departing from the spirit and scope of the invention as indicated by the claims.
100 : 구조물 110 : 지주고정부
111 : 지지플레이트 112 : 지주공
113 : 가이드지주 114 : 결합축공
115 : 각도조절공 116 : 매설지주
120 : 빔고정부 121 : 지지플레이트
122 : 지주공 123 : 보강지지판
124 : 결합축공 125 : 연결구
126 : 가이드홈 130 : 지주부
131 : 메인지주 132 : 보강지지판
133 : 간격유지공간 134 : 가이드공
135 : 래칫장치 136 : 메인축
140 : 빔부 141 : H빔
141a : 연결편 141b : 지지편
142 : 결합축핀 143 : 고정지주
144 : 로프결합구 145 : 래칫장치
150 : 와이어링넷부 151 : 조립와이어링넷
152 : 연결와이어링 153 : 연결와이어로프
154 : 체결부재 155 : 결합로프
160 : 와이어로프부 161 : 상부와이어로프
162 : 지지와이어로프 163 : 하부와이어로프
164 : 지주와이어로프 165 : 각도와이어로프
166 : 턴버클 167 : 래칫장치
168 : 매설지주 169 : 지지바
170 : 충격감시부 171 : 충격감지센서
172 : 무선전송수단 100 : Structure 110 : Landlord Government
111: Support plate 112: Supporting plate
113: Guide post 114: Joint shaft hole
115: Angle adjustment hole 116: Buried support
120: Beam fixing part 121: Support plate
122: Ground support 123: Reinforcing support plate
124: Coupling shaft 125: Connection hole
126: Guide Home 130: Landlord
131: Main support 132: Reinforcement support plate
133: Spacing space 134: Guide hole
135: Ratchet device 136: Main shaft
140: Beam section 141: H beam
141a : Connecting
142: Coupling pin 143: Fixed support
144: Rope joint 145: Ratchet device
150: Wiring net 151: Assembly wiring net
152 : Connecting Wiring 153 : Connecting Wire Rope
154: Fastening member 155: Joining rope
160: Wire rope section 161: Upper wire rope
162: Support wire rope 163: Lower wire rope
164: Landing wire rope 165: Angle wire rope
166 : Turnbuckle 167 : Ratchet device
168: Buried stake 169: Support bar
170: Shock detection unit 171: Shock detection sensor
172: Wireless transmission means
Claims (7)
상기 지주고정부(110)의 상측에 밀착하는 지지플레이트(121)를 구비하되 지지플레이트(121)의 전후로 연결구(125)를 형성하고 연결구(125) 사이에 한 쌍의 보강지지판(123)을 형성한 빔고정부(120)와,
상기 지주고정부(110)의 가이드지주(113)에 메인지주(131)를 세워 결합하는 지주부(130)와,
상기 빔고정부(120)의 연결구(125)에 H빔(141)을 지면에 눕혀 전후로 각각 결합하는 빔부(140)와,
상기 지주부(130)의 메인지주(131)와 빔부(140)의 H빔(141)에 결합하는 와이어링넷부(150), 및
상기 지주부(130)의 메인지주(131)와 빔부(140)의 H빔(141) 사이에 와이어링넷부(150)를 유기적으로 결합시키는 와이어로프부(160)로 구성하되,
상기 빔고정부(120)는 좌우에 가이드지주(113)를 수용하는 가이드홈(126)을 형성한 지지플레이트(121)를 구비하여 지주고정부(110)의 지지플레이트(111) 상면에 안착시키도록 하되, 지지플레이트(121)의 상면 전후에 연결구(125)를 부착하고 연결구(125)에 H빔(141)을 전후에 각각 축 결합하며 전후의 연결구(125) 사이에 한 쌍의 보강지지판(123)을 부착하여 구성한 것을 특징으로 하는 와이어링을 이용한 토석류 방지 구조물.
A support fixing part (110) formed with a guide support (113) on each of the left and right sides of the support plate (111),
A beam fixing part (120) having a support plate (121) that is in close contact with the upper side of the above-mentioned support fixing part (110), and having a connection hole (125) formed in the front and rear of the support plate (121) and a pair of reinforcing support plates (123) formed between the connection holes (125),
A support member (130) that connects a main support member (131) to a guide support member (113) of the above-mentioned support member (110),
A beam part (140) that is connected front to back by laying an H beam (141) on the ground to the connecting port (125) of the above beam fixing part (120),
A wiring net part (150) that is connected to the main support part (131) of the above-mentioned support part (130) and the H beam (141) of the beam part (140), and
It is composed of a wire rope part (160) that organically connects a wiring net part (150) between the main support part (131) of the above-mentioned support part (130) and the H beam (141) of the beam part (140).
The beam fixing member (120) is provided with a support plate (121) having guide grooves (126) formed on the left and right sides to accommodate guide posts (113) so as to be seated on the upper surface of the support plate (111) of the support fixing member (110), and a connecting member (125) is attached to the front and rear surfaces of the upper surface of the support plate (121), and an H beam (141) is axially connected to the connecting members (125) at the front and rear, respectively, and a debris flow prevention structure using wiring is characterized by being configured by attaching a pair of reinforcing support plates (123) between the front and rear connecting members (125).
상기 지주부(130)는 디귿형 프레임 한 쌍의 메인지주(131)를 형성하되 메인지주(131)의 하부에 보강지지판(132)을 부착하여 지주고정부(110)의 가이드지주(113)와 보강지지판(123) 사이에 각각 끼워 메인축(136)으로 축 결합하고 메인축(136)에 래칫장치(135)를 결합하여 구성한 것을 특징으로 하는 와이어링을 이용한 토석류 방지 구조물.
In the first paragraph,
The above-mentioned support member (130) is a debris flow prevention structure using wiring characterized in that it is configured by forming a pair of main supports (131) of a digut-shaped frame, attaching a reinforcing support plate (132) to the lower part of the main support member (131), inserting them between the guide support member (113) and the reinforcing support plate (123) of the support fixing member (110), connecting them with a main shaft (136), and connecting a ratchet device (135) to the main shaft (136).
상기 빔부(140)는 H빔(141)을 빔고정부(110)의 전후에 형성한 연결구(125)에 결합축핀(142)으로 각각 축 결합하되 H빔(141)의 열린 부분을 상하측에 위치하도록 하고 중심 연결편(141a)에 고정지주(143)를 관통시켜 지중에 고정하며, H빔(141)의 상측 열린 부분 지지편(141b)에 좌우로 구멍을 천공하여 로프결합구(144)를 축 결합함과 동시에 각각의 로프결합구(144)에 래칫장치(145)를 함께 결합하되, 로프결합구(144)는 원형의 봉으로 형성하여 복수의 구멍으로 천공하여 와이어로프를 구멍에 관통시켜 구성한 것을 특징으로 하는 와이어링을 이용한 토석류 방지 구조물.
In the first paragraph,
The beam section (140) is a debris flow prevention structure using wiring characterized in that the H beam (141) is axially connected to the connecting holes (125) formed in the front and rear of the beam fixing member (110) by the connecting shaft pins (142), with the open portions of the H beam (141) positioned at the upper and lower sides, and a fixing support (143) is penetrated through the central connecting piece (141a) to secure it in the ground, and a rope coupling hole (144) is axially connected by drilling holes on the left and right sides of the upper open portion support piece (141b) of the H beam (141), and a ratchet device (145) is coupled to each rope coupling hole (144), and the rope coupling hole (144) is formed as a circular rod, and a plurality of holes are drilled through the holes to allow wire ropes to pass through the holes.
상기 와이어링넷부(150)는 2개의 조립와이어링넷(151)을 좌우 측에 설치하되 외향 측으로 결합로프(155)를 위치시켜 빔부(140)의 로프결합구(144)에 각각 결합하고, 2개의 조립와이어링넷(151)의 중앙 부분에서 상호 밀착하는 와이어링을 체결부재(154)로 결합함과 동시에 오목 부분을 연결와이어링(152)으로 엮어 좌우를 조립와이어링넷(151)을 결합하되,
상기 2개의 조립와이어링넷(151)을 결합한 상태에서 상측 또는 하측으로 새로운 2개의 조립와이어링넷(151)을 결합함과 동시에 상하를 연결와이어로프(153)로 엮어 구성한 것을 특징으로 하는 와이어링을 이용한 토석류 방지 구조물.
In the first paragraph,
The above wiring net part (150) is installed with two assembly wiring nets (151) on the left and right sides, and the connecting rope (155) is positioned toward the outside and connected to the rope connecting hole (144) of the beam part (140), and the wiring that is in close contact with each other in the central part of the two assembly wiring nets (151) is connected with a fastening member (154), and the concave part is woven with a connecting wiring (152) to connect the left and right assembly wiring nets (151).
A debris flow prevention structure using wiring characterized by combining the above two assembly wiring nets (151) and combining two new assembly wiring nets (151) on the upper or lower side while simultaneously weaving the upper and lower sides together with a connecting wire rope (153).
상기 와이어로프부(160)는 상부와이어로프(161), 하부와이어로프(163), 지주와이어로프(164) 및 각도와이어로프(165)로 구성하되, 상부와이어로프(161)와 하부와이어로프(163)는 각각 2개 이상의 와이어로프로 2열 이상으로 형성하고,
상기 2열로 형성한 상부와이어로프(161)는 최상측 와이어로프를 와이어링넷의 최상단 와이어링 상측에 샤클로 결합하여 수평 설치하고, 다른 1개의 와이어로프를 와이어링넷의 최상단 와이어링의 하측 와이어링 상측에 전후 교호로 관통시켜 수평 설치하되, 각각의 와이어로프 양단에 턴버클(166)을 결합함과 동시에 턴버클(166)에 지지와이어로프(162)의 중앙부를 결합하고 지지와이어로프(162)를 메인지주(131)의 가이드공(134)과 간격유지공간(133)을 거쳐 양단을 전후 또는 좌우 측으로 경사지게 형성하여 매설지주(168)로 지면에 견고하게 고정하도록 하며, 상부와이어로프(161)의 최상측 와이어로프에는 복수의 지지바(169)를 상단을 일정간격으로 결합하여 지지력을 보강하되 지지바(169)를 와이어링에 상하 교호로 관통시켜 결합하여 구성한 것을 특징으로 하는 와이어링을 이용한 토석류 방지 구조물.
In the first paragraph,
The above wire rope section (160) is composed of an upper wire rope (161), a lower wire rope (163), a support wire rope (164), and an angle wire rope (165), and the upper wire rope (161) and the lower wire rope (163) are each formed by two or more rows of two or more wire ropes.
The upper wire rope (161) formed in the above two rows is installed horizontally by connecting the uppermost wire rope to the upper side of the uppermost wiring of the wiring net with a shackle, and another wire rope is installed horizontally by passing through the upper side of the lower wiring of the uppermost wiring of the wiring net alternately back and forth, and a turnbuckle (166) is connected to both ends of each wire rope, and at the same time, the center of the support wire rope (162) is connected to the turnbuckle (166), and the support wire rope (162) is formed so that both ends are inclined back and forth or left and right through the guide hole (134) and the spacing space (133) of the main support (131) so as to be firmly fixed to the ground with the buried support (168), and a plurality of support bars (169) are connected to the uppermost wire rope of the upper wire rope (161) at regular intervals at the top to reinforce the support force, but the support bars (169) are connected to the wiring in the upper and lower directions. A debris flow prevention structure using wiring characterized by being configured by connecting and intersecting each other.
상기 2열로 형성한 하부와이어로프(163)는 2개의 와이어로프로 형성하여 와이어링넷의 최하단 와이어링 하측과 최하단 와이어링 상측 와이어링 하측에 전후 교호로 관통시키고, 각각의 와이어로프 양측을 H빔(141)에 관통시킨 다음 고리를 결합하여 매설지주(168)로 지중에 견고하게 결합시키며, 최하단 와이어로프에 복수의 매설지주(168)로 지중에 고정하고, 상기 지주와이어로프(164)는 중앙부를 메인지주(131)의 상측에 가이드공(134)에 결합하고 양단을 전후 또는 좌우 측으로 경사지게 형성하여 매설지주(168)로 지면에 고정하며, 상기 지주와이어로프(164)와 지지와이어로프(162)는 매설지주(168) 결합위치에 래칫장치(167)를 연결하여 결합하고, 상기 각도와이어로프(165)은 메인지주(131)의 상측에 상부를 결합하고 하부를 H빔(141)의 래칫장치(145)를 구비한 로프결합구(144)에 결합하여 구성한 것을 특징으로 하는 와이어링을 이용한 토석류 방지 구조물.
In paragraph 5,
The lower wire rope (163) formed in the above two rows is formed with two wire ropes and passes through the lower wiring of the lowest wiring and the upper wiring of the lowest wiring of the wiring net alternately back and forth, and both sides of each wire rope are passed through the H beam (141), and then the rings are combined to firmly connect the wire rope to the ground with a buried support (168), and the lower wire rope is fixed to the ground with a plurality of buried support (168), and the support wire rope (164) is connected to the guide hole (134) on the upper side of the main support (131) at the center and is formed with both ends inclined back and forth or left and right to be fixed to the ground with the buried support (168), and the support wire rope (164) and the support wire rope (162) are connected by connecting a ratchet device (167) to the connection position of the buried support (168), and the above A debris flow prevention structure using wiring characterized in that the angle wire rope (165) is configured by connecting the upper part to the upper side of the main support (131) and the lower part to a rope coupling member (144) equipped with a ratchet device (145) of an H beam (141).
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200234915Y1 (en) * | 2001-03-19 | 2001-10-08 | 재 술 나 | connector for protecting and reinforcing a steep slope |
| KR102298312B1 (en) * | 2021-03-03 | 2021-09-07 | (주)대한지오이엔씨 | High Energy Absorption type Rockfall/Soil Protection Structure and Construction Methods thereof |
| KR102641436B1 (en) * | 2023-05-08 | 2024-02-27 | 나재술 | wirenet falling rock prevention sturcture of using ratchet |
| KR102649243B1 (en) * | 2023-03-06 | 2024-03-18 | 나재술 | falling rock prevention sturcture construction method using wire ring |
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- 2024-08-05 KR KR1020240104169A patent/KR102780653B1/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200234915Y1 (en) * | 2001-03-19 | 2001-10-08 | 재 술 나 | connector for protecting and reinforcing a steep slope |
| KR102298312B1 (en) * | 2021-03-03 | 2021-09-07 | (주)대한지오이엔씨 | High Energy Absorption type Rockfall/Soil Protection Structure and Construction Methods thereof |
| KR102649243B1 (en) * | 2023-03-06 | 2024-03-18 | 나재술 | falling rock prevention sturcture construction method using wire ring |
| KR102641436B1 (en) * | 2023-05-08 | 2024-02-27 | 나재술 | wirenet falling rock prevention sturcture of using ratchet |
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