KR100474374B1 - A sliding prevent apparatus of slope for construction - Google Patents
A sliding prevent apparatus of slope for construction Download PDFInfo
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- KR100474374B1 KR100474374B1 KR10-2004-0055922A KR20040055922A KR100474374B1 KR 100474374 B1 KR100474374 B1 KR 100474374B1 KR 20040055922 A KR20040055922 A KR 20040055922A KR 100474374 B1 KR100474374 B1 KR 100474374B1
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- slope
- fastening
- fixed
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- complex
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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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
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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
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
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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)
- Environmental & Geological Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Road Paving Structures (AREA)
Abstract
본 발명은 건축단지 비탈면의 슬라이딩 방지시설에 관한 것으로서, 건축단지의 비탈면에 우시나 홍수시 토사가 밀려 내려오는 것을 방지하여, 건축단지의 통행차단으로 인한 불편함을 해소할 수 있도록 하는 건축단지 비탈면의 슬라이딩 방지시설에 관한 것이다.The present invention relates to a sliding prevention facility on a slope of a construction complex, which prevents soil from being pushed down during a rainy season or a flood on a slope of the construction complex, thereby eliminating inconvenience caused by blockage of the construction complex. It relates to a sliding prevention facility.
본 발명은, 건축단지의 비탈면에 설치되는 비탈면의 슬라이딩 방지시설에 있어서, 상기 건축단지 비탈면의 슬라이딩 방지시설은, 건축단지의 비탈면과 인접하는 측면에 역T형 옹벽이 설치되고, 상기 역T형 옹벽 상단 양내측면에는 체결고리가 설치 고정되며, 상기 체결고리에는 하단체결대가 하부에 형성되어 있는 원형고리를 이용하여 연결 설치되어 있고, 상기 하단체결대의 상부로는 수개의 십자형체결대와 상단체결대가 연결고정핀(도면부호 미도시하였음.)을 이용하여 연결 고정되어 있으며, 상기 상단체결대는 비탈면 양상부에 설치 고정되어 있는 상단고정키에 원형고리를 이용하여 연결 고정되어 있고, 상기 비탈면 양측에 위치하는 십자형 체결대의 내측에 위치한 체결파이프 상으로는 원형체결틀이 삽입 고정되어 건축단지 비탈면의 슬라이딩을 방지하도록 구성하는 것을 특징으로 하는 건축단지 비탈면의 슬라이딩 방지시설을 제공한다.The present invention provides a sliding prevention facility on a slope provided on a slope of a construction complex, wherein the sliding prevention facility on a slope of the construction complex is provided with an inverted T-type retaining wall on a side adjacent to the slope of the construction complex. Fastening rings are installed and fixed on both inner sides of the retaining wall, and the fastening rings are connected by using a circular ring formed at a lower end of the lower fastening wall. The connection is fixed using a connection pin (not shown.), And the upper end fastening is connected and fixed by using a circular ring to the upper fixing key which is installed and fixed to the slope side, and located on both sides of the slope Circular fastening frame is inserted and fixed on the inside of the fastening pipe located inside the cross fastening The construction just provide a sliding slope of the control facilities, comprising a step arranged to prevent.
Description
본 발명은 건축단지 비탈면의 슬라이딩 방지시설에 관한 것으로서, 건축단지의 비탈면에 우시나 홍수시 토사가 밀려 내려오는 것을 방지하여, 건축단지의 통행차단으로 인한 불편함을 해소시킬 수 있도록 하는 건축단지 비탈면의 슬라이딩 방지시설에 관한 것이다.The present invention relates to a sliding prevention facility on a slope of a construction complex, which prevents soil from being pushed down during a rainy season or a flood on a slope of the construction complex, thereby relieving inconvenience caused by blockage of the construction complex. It relates to a sliding prevention facility.
우리나라는 대부분이 산악지역이어서 건축단지 등과 같은 시설물을 산 비탈등과 같은 경사지에 시공하는 경우, 비탈면에서 토사의 흘러내림을 방지하기 위하여 도 1과 같이 옹벽(10)을 설치하고 있는 경우가 많다.Since most of Korea is a mountainous area, when the facilities such as building complexes are installed on slopes such as mountain slopes, the retaining wall 10 is often installed as shown in FIG. 1 to prevent the flow of soil from slopes.
그러나 기존의 구조는 우기나 홍수시 토사가 밀려 내려오는 것을 차단할 수 없어 붕괴사고(20) 시에는 대형사고로 이어지고 있는 실정이다.However, the existing structure is not able to block the sediment coming down during the rainy season or flooding, it is a situation leading to a large accident in the case of collapse (20).
본 발명은 상술한 문제점을 감안하여, 본 발명은, 우기나 홍수시 비탈면의 토사가 밀려내려 오는 것을 방지할 수 있도록 슬라이딩 방지시설을 설치하여 사면붕괴로 인한 건축단지로 토사가 유입되는 것을 차단하도록 하는 것을 그 목적으로 한다. In view of the above-described problems, the present invention, by installing a sliding prevention facility to prevent the sediment of the slope on the slope during rainy season or flooding to prevent the soil from entering the building complex due to the slope collapse It is for that purpose.
본 발명은 상술한 목적 달성을 위해, 본 발명은, 건축단지의 비탈면에 설치되는 비탈면의 슬라이딩 방지시설에 있어서, 상기 건축단지 비탈면의 슬라이딩 방지시설은, 건축단지의 비탈면과 인접하는 측면에 역T형 옹벽이 설치되고, 상기 역T형 옹벽 상단 양내측면에는 체결고리가 설치 고정되며, 상기 체결고리에는 하단체결대가 하부에 형성되어 있는 원형고리를 이용하여 연결 설치되어 있고, 상기 하단체결대의 상부로는 수개의 십자형체결대와 상단체결대가 연결고정핀(도면부호 미도시하였음.)을 이용하여 연결 고정되어 있으며, 상기 상단체결대는 비탈면 양상부에 설치 고정되어 있는 상단고정키에 원형고리를 이용하여 연결 고정되어 있고, 상기 비탈면 양측에 위치하는 십자형 체결대의 내측에 위치한 체결파이프 상으로는 원형체결틀이 삽입 고정되어 건축단지 비탈면의 슬라이딩을 방지하도록 구성하는 것을 특징으로 하는 건축단지 비탈면의 슬라이딩 방지시설을 제공한다.The present invention, in order to achieve the above object, the present invention, in the slope preventing facility installed on the slope of the building complex, the sliding prevention facility of the slope of the building complex is inverted to the side adjacent to the slope of the building complex T A type retaining wall is installed, and fastening rings are installed and fixed on both inner sides of the upper portion of the inverted T-shaped retaining wall, and the fastening ring is connected and installed by using a circular ring formed at a lower end thereof. The several cross fastening and the upper fastening is connected and fixed using a connecting pin (not shown.), The upper fastening is using a circular ring to the top fixing key is fixed to the slope side. The connection frame is fixed and a circular fastening frame is inserted onto the fastening pipe located inside the cross fastenings located on both sides of the slope. It is fixed to provide a sliding prevention facility on the slope of the construction complex characterized in that configured to prevent sliding of the slope of the construction complex.
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 건축단지 비탈면의 슬라이딩 방지시설을 설치한 상태를 나타내는 단면도이다.상기 건축단지 비탈면의 슬라이딩 방지시설(400)은, 건축단지(100)의 비탈면(200)과 인접하는 측면에 역T형 옹벽(300)이 설치되고, 상기 역T형 옹벽(300) 상단 양내측면에는 체결고리(310)가 설치 고정되며, 상기 체결고리(310)에는 하단체결대(410)가 하부에 형성되어 있는 원형고리(411)를 이용하여 연결 설치되어 있고, 상기 하단체결대(410)의 상부로는 수개의 십자형체결대(420)와 상단체결대(430)가 연결고정핀(414)을 이용하여 연결 고정되어 있으며, 상기 상단체결대(430)는 비탈면(200) 양상부에 매설 고정되는 상단고정키(440)에 원형고리(411)를 이용하여 연결 고정되어 있고, 상기 비탈면(200) 양측에 위치하는 십자형체결대(420)의 내측에 위치한 체결파이프(421) 상으로는 원형체결틀(450)이 삽입 고정되어 건축단지(100) 비탈면(200)의 슬라이딩을 방지하도록 구성한다.2 is a cross-sectional view showing a state in which a sliding prevention facility of the slope of the construction complex of the present invention is installed. The sliding prevention facility 400 of the slope of the construction complex is located at a side adjacent to the slope 200 of the construction complex 100. An inverted T-shaped retaining wall 300 is installed, and fastening rings 310 are installed and fixed on both inner side surfaces of the inverted T-shaped retaining wall 300, and a lower fastening table 410 is formed at the lower part of the fastening ring 310. It is installed using a circular ring 411, the upper part of the lower fastener 410, several cross fasteners 420 and the upper fasteners 430 are used to connect the fixing pins 414. The upper fastening stand 430 is connected and fixed using a circular ring 411 to the upper fixing key 440 buried fixed to the side surface of the slope 200, both sides of the slope 200 On the fastening pipe 421 located inside the cross fastening band 420 located in the Circular fastening frame 450 is inserted and fixed is configured to prevent the sliding of the building complex 100 slope.
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도 3은 본 발명의 건축단지 비탈면의 슬라이딩 방지시설을 분해한 상태를 나타내는 개념도로서, 건축단지 비탈면의 슬라이딩 방지시설(400)은, 하단체결대(410)와 십자형 체결대(420), 상단체결대(430), 상단고정키(440), 원형체결틀(450)로 구성되어 설치되며, 상기 하단체결대(410)는, 하부에는 원형고리(411)가 형성되어 있고, 상부는 체결홀(412)이 형성된 원형파이프(413)로 구성되어 있다. 여기서, 상기 십자형체결대(420)는, 단턱지도록 형성된 일체의 대,소 원형파이프(413),(413`)로 구성되어 있되, 상,하부에는 동일부재 또는 타부재와의 결속을 연결고정핀(414)을 통해 이룰 수 있도록 하는 체결홀(412)이 형성되어 있고, 중앙부위에는 체결파이프(421)가 관통된 삽입되어 횡설되어 있다.3 is a conceptual view showing a state of disassembling the sliding prevention facility of the slope of the construction complex of the present invention, the sliding prevention facility 400 of the slope of the construction complex, the lower fastening table 410 and the cross fastening table 420, the upper fastening The base 430, the upper fixing key 440, the circular fastening frame 450 is installed and installed, the lower fastening table 410, the lower ring is formed with a circular ring 411, the upper fastening hole ( 412 is formed of a circular pipe 413 formed. Here, the cross fastening band 420 is composed of a single large, small circular pipes 413, 413` formed so as to step up, the upper and lower connecting pins with the same member or the other member A fastening hole 412 is formed to achieve through 414, and the fastening pipe 421 is inserted and rolled through the center portion.
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그리고, 상기 상단체결대(430)는, 상부는 상단고정키(440)와 연결을 이룰 수 있는 원형고리(411)로 형성되어 있고, 하부는 상기 십자형 체결대(420) 상부와 삽입 연결 후 연결고정핀(414)을 통해 결속을 이룰 수 있도록 형성되어 있으며, 상기 상단고정키(440)는, 하부는 지중에 강제 매설이 용이토록 뾰족한 형태(441)로 형성되어 있고, 상부는 이탈방지머리(442)가 형성되어 있으며, 중간에는 매설시 전단력을 보강할 수 있는 돌출부(443)가 등간격으로 형성되어 있다.In addition, the upper fastening stand 430, the upper portion is formed of a circular ring 411 that can form a connection with the upper fixing key 440, the lower portion of the cross-type fastener 420 after connecting and inserting the connection It is formed to achieve a binding through the fixing pin 414, the upper fixing key 440, the lower portion is formed in a pointed shape (441) for easy buried in the ground, the upper portion of the prevention head ( 442 is formed, and in the middle, protrusions 443 that can reinforce the shear force when buried are formed at equal intervals.
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또한, 상부 원형체결틀(450)은, 외주연에 돌출부(451)가 수개 형성되어 있고, 양측에는 상기 십자형체결대(420)의 체결파이프(421)와 삽입 고정을 취할 수 있는 원형돌출부(452)가 형성되어 있다.In addition, the upper circular fastening frame 450 has a plurality of protrusions 451 formed on the outer circumference thereof, and circular protrusions 452 which can be inserted and fixed with the fastening pipe 421 of the cross fastening 420 on both sides. ) Is formed.
상술한 구성에서 알 수 있는 바와 같이, 건축단지 비탈면(200)의 슬라이딩 방지시설(400)은, 역T형 옹벽(300)의 상단에 슬라이딩 방지시설(400)을 조립식으로 거치시켜 우기나 홍수시 비탈면(200)의 붕괴를 예방할 수 있도록 구성한다.As can be seen in the above-described configuration, the sliding prevention facility 400 of the building complex slope 200 is mounted prefabricated with the sliding prevention facility 400 on the upper end of the inverted T-shaped retaining wall 300 during rainy season or flooding. It is configured to prevent the collapse of the slope 200.
상술한 구성에 의한 본 발명의 효과를 설명한다.The effect of this invention by the structure mentioned above is demonstrated.
본 발명의 건축단지 비탈면 슬라이딩 방지시설은, 역T형 옹벽의 상단에 비탈면의 붕괴를 방지할 수 있도록 슬라이딩 방지시설을 거치하여 우기나 홍수시에 건축단지를 통행하는 차량 및 사람의 안전을 확보할 수 있도록 하는 효과를 갖도록 한다.Building slope slope prevention system of the present invention is equipped with a sliding prevention facility to prevent the slope of the slope on the upper end of the inverted T-shaped retaining wall to ensure the safety of vehicles and people passing through the construction complex during rainy season or flooding Make sure you have the effect.
도 1은 종래의 건축단지 비탈면의 문제점을 나타내는 단면도.1 is a cross-sectional view showing a problem of a conventional construction complex slope.
도 2는 본 발명의 건축단지 비탈면의 슬라이딩 방지시설을 설치한 상태를 나타내는 단면도.Figure 2 is a cross-sectional view showing a state in which a sliding prevention facility of the slope of the building complex of the present invention is installed.
도 3은 본 발명의 건축단지 비탈면의 슬라이딩 방지시설을 분해한 상태를 나타내는 개념도.Figure 3 is a conceptual diagram showing a state in which the sliding prevention facility of the slope of the building complex slope of the present invention.
< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>
100: 건축단지 200: 비탈면100: building complex 200: slope
300: 옹벽 310: 체결고리300: retaining wall 310: fastening ring
400: 슬라이딩 방지시설 410: 하단체결대400: anti-sliding facility 410: lower fastener
420: 십자형 체결대 430: 상단체결대420: cross fastener 430: top fastener
440: 상단고정키 450: 원형체결틀440: top fixing key 450: round fastening frame
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2004-0055922A KR100474374B1 (en) | 2004-07-19 | 2004-07-19 | A sliding prevent apparatus of slope for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2004-0055922A KR100474374B1 (en) | 2004-07-19 | 2004-07-19 | A sliding prevent apparatus of slope for construction |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2004-0022378U Division KR200369391Y1 (en) | 2004-08-05 | 2004-08-05 | A sliding prevent apparatus of slope for road |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20040070155A KR20040070155A (en) | 2004-08-06 |
| KR100474374B1 true KR100474374B1 (en) | 2005-03-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR10-2004-0055922A KR100474374B1 (en) | 2004-07-19 | 2004-07-19 | A sliding prevent apparatus of slope for construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100720929B1 (en) | 2006-11-15 | 2007-05-23 | (주)리종합건축사사무소 | Equipment for intercepting sliding of slope inapartment house |
| KR100772157B1 (en) | 2007-08-11 | 2007-11-01 | (주)우주엔지니어링 | Reinforcement block establishing structure for rode slope sliding prevention |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200483651Y1 (en) | 2016-01-12 | 2017-06-12 | 제이와이커스텀(주) | Apparatus for mounting navigation |
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2004
- 2004-07-19 KR KR10-2004-0055922A patent/KR100474374B1/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100720929B1 (en) | 2006-11-15 | 2007-05-23 | (주)리종합건축사사무소 | Equipment for intercepting sliding of slope inapartment house |
| KR100772157B1 (en) | 2007-08-11 | 2007-11-01 | (주)우주엔지니어링 | Reinforcement block establishing structure for rode slope sliding prevention |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20040070155A (en) | 2004-08-06 |
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