KR100467087B1 - Falling stone prevent equipment for construction - Google Patents
Falling stone prevent equipment for construction Download PDFInfo
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- KR100467087B1 KR100467087B1 KR10-2004-0032748A KR20040032748A KR100467087B1 KR 100467087 B1 KR100467087 B1 KR 100467087B1 KR 20040032748 A KR20040032748 A KR 20040032748A KR 100467087 B1 KR100467087 B1 KR 100467087B1
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- Prior art keywords
- rockfall
- plate
- complex
- retaining wall
- building
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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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
본 발명은 건축단지용 낙석방지시설에 관한 것으로서, 건축단지에 나타나는 절개면에 설치하여 단지내부로 낙하되는 낙석을 차단시켜 차량 및 보행자의 통행을 안전하게 확보하도록 설치되는 건축단지용 낙석방지시설에 관한 것이다.The present invention relates to a rockfall prevention facility for a building complex, and installed on the incision surface appearing in the building complex to block the falling rock falling inside the complex to install a rockfall prevention facility for building complexes to secure the traffic of vehicles and pedestrians will be.
본 발명은, 건축단지의 가장자리 측면에 마련된 콘크리트 옹벽에 설치되어 절개지로 부터 낙석을 차단하는 건축단지용 낙석방지시설에 있어서, 상기 건축단지용 낙석방지시설은, 절개지와 건축단지의 연결부분에 옹벽이 설치되고, 옹벽 상부에는 낙석방지판이 설치되고, 낙석방지판 전면과 후면에는 보조파이프와 충격흡수판이 설치되어 단지내부로 낙하되는 낙석을 차단하는 것을 특징으로 하는 건축단지용 낙석방지시설을 제공한다.The present invention is a rockfall prevention facility for an architectural complex installed on a concrete retaining wall provided on the edge side of the building complex to block rockfall from the incision, wherein the rockfall prevention facility for the building complex is a retaining wall at the connection portion between the cutout and the building complex. It is installed, the rock fall prevention plate is installed on the top of the retaining wall, and the auxiliary pipe and the shock absorbing plate is installed on the front and rear of the rock fall prevention plate provides a rockfall prevention facility for building blocks, characterized in that to block the falling down into the complex. .
Description
본 발명은 건축단지용 낙석방지시설에 관한 것으로서, 건축단지의 절개면에 설치하여 단지내로 낙하되는 낙석을 차단시켜 차량 및 보행자의 통행을 안전하게 확보하도록 설치되는 건축단지용 낙석방지시설에 관한 것이다.The present invention relates to a rockfall prevention facility for building complexes, and to a rockfall prevention facility for building complexes installed on the incision surface of the building complex to block the falling rock falling into the complex to secure the traffic of vehicles and pedestrians.
일반적으로 건축단지(10)가 산 절개지(50)등에서 시공되는 경우, 절개지(50)에서 발생되는 낙석(40)에 의한 단지구간의 도로 파손 및 차량의 안전을 확보하기 위하여 콘크리트 옹벽(20)에 낙석방지시설(30)이 설치된다.In general, when the construction complex 10 is constructed at a mountain cutout 50 or the like, the concrete retaining wall 20 is mounted on the concrete retaining wall 20 to ensure road damage and safety of the vehicle by the rockfall 40 generated at the cutout 50. Rockfall prevention facility 30 is installed.
그러나 상술한 구성을 가지는 경우, 산 절개지(50)에서 대용량의 낙석(40)이 발생될 경우, 처리할 수 있는 시설물이 약하여 낙석(40)이 그대로 건축단지(10)로 낙하하는 경우가 발생된다. 이로 인해, 건축단지(10)의 도로 통행이 전면 중지되어 주민 통행에 막대한 영향을 미치며, 대형사고의 피해까지 발생시킬 수 있는 실정이다.However, in the case of having the above-described configuration, when a large amount of rockfall 40 is generated in the mountain incision 50, a facility that can be treated is weak and the rockfall 40 falls into the building complex 10 as it is. . As a result, the road traffic of the building complex 10 is completely stopped, which greatly affects the inhabitants' traffic, and may cause damage to large accidents.
본 발명은 상술한 문제점을 감안하여 안출한 것으로서, 본 발명은, 건축단지의 절개지에 옹벽 및 낙석방지시설을 설치하여, 상부에서 낙석이 발생될 경우 낙석방지시설의 후면에 설치된 충격흡수판이 낙석의 충격을 흡수하고 또한, 낙석방지시설의 전면에 설치된 보조파이프가 충격에 대한 하중을 지지하여 낙석에 의한 파손을 방지하여 안전한 통행을 확보할 수 있도록 하는 건축단지용 낙석방지시설을 제공함을 그 목적으로 한다.The present invention has been made in view of the above-described problems, the present invention, by installing a retaining wall and rockfall prevention facility in the cutout of the building complex, when the rockfall occurs from the top of the impact absorption plate installed on the back of the rockfall prevention facility Its purpose is to provide a rockfall prevention facility for building complexes that absorbs shocks and supports auxiliary loads installed on the front of the rockfall prevention facilities to prevent damage caused by falling rocks to ensure safe passage. do.
도 1은 기존의 낙석방지시설의 문제점을 나타내는 도면.1 is a view showing a problem of the existing rockfall prevention facility.
도 2는 본 발명의 건축단지용 낙석방지시설을 설치한 상태를 나타내는 측면도.Figure 2 is a side view showing a state in which the installation rock prevention facility for the building complex of the present invention.
도 3은 본 발명의 건축단지용 낙석방지시설의 분해상태를 나타내는 도면.Figure 3 is a view showing an exploded state of the rockfall prevention facility for a building complex of the present invention.
< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>
100: 건축단지 200: 옹벽100: building complex 200: retaining wall
300: 낙석방지시설 310: 낙석방지판300: rockfall prevention facility 310: rockfall prevention plate
320: 충격흡수판 330: 보조파이프320: shock absorbing plate 330: auxiliary pipe
400: 절개지400: incision
본 발명은 상술한 목적달성을 위하여, 본 발명은, 건축단지의 가장자리 측면에 마련된 콘크리트 옹벽에 설치되어 절개지로 부터 낙석을 차단하는 건축단지용 낙석방지시설에 있어서, 상기 건축단지용 낙석방지시설은, 절개지와 건축단지의 연결부분에 옹벽이 설치되고, 옹벽상부에는 낙석방지판이 설치되고, 낙석방지판 전면과 후면에는 보조파이프와 충격흡수판이 설치되어 단지내부로 낙하되는 낙석을 차단토록 설치되는 한편, 상기 옹벽은 역 T형으로 구성되고, 상부에는 ㄷ자홈이 형성되며, 상기 낙석방지판은 ㄷ자형태에 하부 수직부가 형성된 형태를 구성하고, ㄷ자형 내부에는 상기 충격흡수판을 설치할 ㄱ형강이 양측으로 용접고정되어 홈을 구성하며, 또한 ㄷ자형 외부에는 상기 보조파이프를 설치할 볼트가 결합된 반원형 체결플레이트가 용접고정되고, ㄷ자형 수직부에는 원형으로 통풍홀을 구성하며, 상기 충격흡수판은 사각판 형태로 구성되고, 후면에는 반원형 요철이 형성되며, 상기 보조파이프는 원형파이프 형태로 구성되고, 하부에는 원형파이프 하부에 삽입할 충격완화형고무가 설치되는 것을 특징으로 하는 건축단지용 낙석방지시설을 제공한다.The present invention to achieve the above object, the present invention is installed in a concrete retaining wall provided on the edge side of the building complex in the rockfall prevention facility for building complexes to block rockfall from the incision, the rockfall prevention facility for the building complex The retaining wall is installed at the connection part of the incision site and the building complex, the rockfall prevention plate is installed at the upper part of the retaining wall, and the auxiliary pipe and the shock absorbing plate are installed at the front and rear of the rockfall prevention plate to block the falling rocks inside the complex. The retaining wall has an inverted T-shape, a c-shaped groove is formed at an upper portion thereof, and the rockfall prevention plate is configured to have a lower vertical portion formed at a c-shape, and a c-shaped steel is installed at both sides of the c-shaped steel to install the impact absorbing plate. Fixed by welding to form a groove, and the U-shaped outer plate is a semi-circular fastening plate coupled with the bolt to install the auxiliary pipe Folded and fixed in the U-shaped vertical portion, the ventilation holes in a circular shape, the shock absorbing plate is formed in a rectangular plate shape, a semi-circular irregularity is formed on the back, the auxiliary pipe is formed in a circular pipe shape, It provides a rock-fall prevention facility for building complexes, characterized in that the shock-absorbing rubber is inserted into the lower portion of the circular pipe.
이하, 첨부 도면을 참조하여 본 발명의 구성을 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, the structure of this invention is demonstrated with reference to an accompanying drawing.
도 2는 본 발명의 건축단지용 낙석방지시설을 설치한 상태를 나타내는 측면도로서, 건축단지(100)의 가장자리 측면에 마련된 콘크리트 옹벽(200)에 설치되어 절개지(400)로 부터 낙석을 차단하는 건축단지용 낙석방지시설(300)이 설치된다.Figure 2 is a side view showing a state in which the installation rock prevention facility for the building complex of the present invention, the building is installed on the concrete retaining wall 200 provided on the edge side of the building complex 100 to block the rockfall from the incision 400 Rockfall prevention facility 300 for the complex is installed.
상기 건축단지용 낙석방지시설(300)은, 절개지(400)와 건축단지(100)의 연결부분에 옹벽(200)이 설치되고, 옹벽(200)상부에는 낙석방지판(310)이 설치되고, 낙석방지판(310) 전면과 후면에는 보조파이프(330)와 충격흡수판(320)이 설치되어 건축단지(100)로 낙하되는 낙석을 차단토록 설치된다.The rockfall prevention facility 300 for the building complex, the retaining wall 200 is installed on the connection portion between the cutout 400 and the building complex 100, the rock fall prevention plate 310 is installed on the retaining wall 200, The rockfall prevention plate 310, the front and rear of the auxiliary pipe 330 and the shock absorbing plate 320 is installed to block the falling rock to the building complex (100).
도 3은 본 발명의 건축단지용 낙석방지시설의 분해상태를 나타내는 도면으로서, 상기 건축단지용 낙석방지시설(300)은, 옹벽(200), 낙석방지판(310), 보조파이프(330), 충격흡수판(320)으로 구성된다.3 is a view showing an exploded state of the rockfall prevention facility for a building complex of the present invention, the rockfall prevention facility 300 for a building complex, retaining wall 200, rockfall prevention plate 310, auxiliary pipe 330, The shock absorbing plate 320 is configured.
상기 옹벽(200)은 역 T형으로 구성되고, 상부에는 ㄷ자홈(201)이 형성되며,The retaining wall 200 is configured in an inverted T shape, and a c-shaped groove 201 is formed thereon.
상기 낙석방지판(310)은 ㄷ자형태에 하부 수직부가 형성된 형태를 구성하고, ㄷ자형 내부에는 상기 충격흡수판(320)을 설치할 ㄱ형강(311)이 양측으로 용접고정되어 홈을 구성하며, 또한 ㄷ자형 외부에는 상기 보조파이프(330)를 설치할 볼트가 결합된 반원형 체결플레이트(312)가 용접고정되고, ㄷ자형 수직부에는 원형으로 통풍홀(313)을 구성하며,The rockfall prevention plate 310 constitutes a form in which the lower vertical portion is formed in the U-shape, and the U-shaped steel 311 to which the impact absorbing plate 320 is to be installed is fixed to the sides of the U-shape to form a groove. A semicircular fastening plate 312 coupled with bolts to install the auxiliary pipe 330 is welded and fixed to the c-shaped outside, and a ventilation hole 313 is formed in a circular c-shaped vertical portion.
상기 충격흡수판(320)은 사각판 형태로 구성되고, 후면에는 반원형 요철(321)이 형성되며,The shock absorbing plate 320 is configured in the form of a square plate, a semi-circular irregularity 321 is formed on the back,
상기 보조파이프(330)는 원형파이프 형태로 구성되고, 하부에는 원형파이프 하부에 삽입할 충격완화형고무(331)가 설치된다.The auxiliary pipe 330 is configured in the form of a circular pipe, the lower portion is provided with a shock-absorbing rubber 331 to be inserted into the lower portion of the circular pipe.
상술한 구성에서 알 수 있는 바와 같이, 건축단지용 낙석방지시설(300)은, 충격흡수가 가능한 형태로 구성되어 상부에서 중량의 낙석이 떨어질 경우에도 낙석방지시설의 파손을 방지토록 하였고, 또한 낙석방지판(310)은 통풍홀(313)을 구성시켜 자연통풍을 원활히하여 시설물의 녹발생을 방지토록 하여, 시설물의 유지관리가 수월할 수 있게 한다.As can be seen in the above-described configuration, the rockfall prevention facility 300 for the construction complex is configured in a form capable of absorbing shock to prevent damage to the rockfall prevention facility even if the weight of the rock falls from the top, and also rockfall The prevention plate 310 constitutes a ventilation hole 313 to facilitate natural ventilation to prevent the occurrence of rust of the facility, thereby facilitating maintenance of the facility.
상술한 본 발명의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 발명의 건축단지용 낙석방지시설은 상부에서 중량의 낙석이 떨어질 경우에도, 낙석의 충격을 전, 후면에 있는 보조파이프와 충격흡수판가 충격을 완충시켜 낙석방지시설의 파손을 방지하여, 건축단지내의 원만한 교통흐름을 확보할 수 있는 효과를 갖는다.The rockfall prevention facility for building complexes of the present invention prevents damage to the rockfall prevention facility by buffering the impact of the auxiliary pipe and the shock absorbing plate on the back before and after the impact of rockfall, even when the weight of the rockfall falls from the top. It has the effect of ensuring smooth traffic flow.
Claims (1)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2004-0032748A KR100467087B1 (en) | 2004-05-10 | 2004-05-10 | Falling stone prevent equipment for construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2004-0032748A KR100467087B1 (en) | 2004-05-10 | 2004-05-10 | Falling stone prevent equipment for construction |
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| Application Number | Title | Priority Date | Filing Date |
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| KR20-2004-0012951U Division KR200358880Y1 (en) | 2004-05-10 | 2004-05-10 | Falling stone prevent equipment of road |
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| KR20040052849A KR20040052849A (en) | 2004-06-23 |
| KR100467087B1 true KR100467087B1 (en) | 2005-01-24 |
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| KR102019236B1 (en) * | 2019-05-20 | 2019-09-06 | (주)호원 | Prevention Structure for Falling Rock |
| CN110306450A (en) * | 2019-06-20 | 2019-10-08 | 中铁二院工程集团有限责任公司 | A kind of light-duty falling rocks interception construction of high gradient slope |
| CN112030794B (en) * | 2020-09-10 | 2022-01-28 | 温州市交通规划设计研究院 | Road engineering construction dangerous rock protection mechanism body |
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