KR200351442Y1 - Asphalt sinking prevention apparatus of smooth ground's road - Google Patents
Asphalt sinking prevention apparatus of smooth ground's road Download PDFInfo
- Publication number
- KR200351442Y1 KR200351442Y1 KR20-2004-0005423U KR20040005423U KR200351442Y1 KR 200351442 Y1 KR200351442 Y1 KR 200351442Y1 KR 20040005423 U KR20040005423 U KR 20040005423U KR 200351442 Y1 KR200351442 Y1 KR 200351442Y1
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- Prior art keywords
- settlement
- road
- wire
- block
- asphalt
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-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
- E01C23/10—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for raising or levelling sunken paving; for filling voids under paving; for introducing material into substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Architecture (AREA)
- Road Paving Structures (AREA)
Abstract
본 고안은 연약지반 아스팔트 도로의 침하방지시설에 관한 것으로서, 삼각형 형태를 가지고 도로의 양측에 2개 1조로 구성되어 설치되는 침하방지블록과, 침하방지블록 하부로 설치되는 강관파일과, 침하방지블록의 측면에 설치되어 양측을 연결하는 고강선 와이어로 구성되어 연약지반 도로의 침하를 방지하는 시설에 관한 것이다.The present invention relates to a settlement prevention facility of soft ground asphalt road, having a triangular shape, the settlement settlement block is composed of two sets on both sides of the road, the steel pile pile installed below the settlement block, and the settlement block It is installed on the side of the high steel wire that connects the two sides to the facility to prevent settlement of the soft ground road.
본 고안은, 연약지반 도로의 양측에 설치되어 도로의 침하를 예방토록 설치되는 아스팔트 침하방지시설에 있어서, 상기 아스팔트 침하방지시설(600)은, 삼각형 형태를 가지고 도로의 양측에 2개 1조로 구성되어 설치되는 침하방지블록(300)과, 침하방지블록(300) 하부로 설치되는 강관파일(400)과, 침하방지블록(300)의 측면에 설치되어 양측을 연결하는 고강선 와이어(500)로 구성되어 설치되는 한편,상기 침하방지블록(300)은, 삼각형형태를 구성하여 대각선 부에는 계단형태(301)를 구성하고, 수직부는 톱니형 형태(302)를 구성하며, 계단형태의 대각선 부에는 고강선 와이어 홀(303)과 강관파일 홀(304)이 구성되고, 측면부에는 연결핀 설치홀(305)이 구성되며, 연결핀 홀에는 연결핀(305)이 체결되고, 강관파일(400)은, 원형형태로 구성되고 하부에는 두부보강시설(401)이 설치되며, 고강선 와이어(500)는, 와이어 외부에 탄소섬유(503)가 적층되어 고강선 와이어를 보호하는 기능를 갖고, 와이어 단측부에는 고정틀(501)과 고정키(502)가 설치되어, 연약지반 도로의 침하를 방지하는 특징을 갖도록 구성되는 연약지반 아스팔트 도로의침하방지시설을 제공한다.The present invention, in the asphalt subsidence prevention facilities installed on both sides of the soft ground road to prevent the settlement of the road, the asphalt subsidence prevention facility 600 has a triangular form and consists of two sets of two on each side of the road And installed on the side of the sinking prevention block 300, the sinking prevention block 300, the steel pipe pile 400, and the high steel wire wire 500 is connected to the sides of the sinking prevention block 300 While being constructed and installed, the settlement block 300 is configured in a triangle shape to form a staircase form 301 in the diagonal portion, the vertical portion constitutes a sawtooth form 302, in the diagonal portion of the step form The steel wire wire hole 303 and the steel pipe pile hole 304 is configured, the connecting pin installation hole 305 is configured in the side portion, the connecting pin hole is connected to the connecting pin 305, the steel pipe pile 400 , Circular shape and tofu reinforcement facility (401) The high-strength wire 500 is a carbon fiber 503 is laminated to the outside of the wire to protect the high-strength wire, the wire end side is provided with a fixing frame 501 and a fixing key 502, soft Provides a settlement prevention system for soft ground asphalt roads, which is configured to prevent settlement of ground roads.
Description
본 고안은 연약지반 아스팔트 도로의 침하방지시설에 관한 것으로서, 삼각형형태를 가지고 도로의 양측에 2개 1조로 구성되어 설치되는 침하방지블록과, 침하방지블록 하부로 설치되는 강관파일과, 침하방지블록의 측면에 설치되어 양측을 연결하는 고강선 와이어로 구성되어 연약지반 도로의 침하를 방지하는 시설에 관한 것이다.The present invention relates to a settlement prevention facility of soft ground asphalt road, having a triangular shape, the settlement prevention block is composed of two sets on both sides of the road, the steel pile pile installed below the settlement block, and the settlement prevention block It is installed on the side of the high steel wire that connects the two sides to the facility to prevent settlement of the soft ground road.
일반적으로 연약지반 도로(10)에 설치되는 포장면은, 상부 차량하중(20)에 의해 연약지반 내부의 지반의 변형이 발생되어 비탈면 하부로 지반이 돌출(30)되고, 이로 인해 아스팔트 도로의 균열이 발생되어, 차량 사고발생의 원인을 제공하고 있으며, 해마다 연약지반 도로의 보수로 인한 막대한 예산이 낭비되고 있는 실정이다.In general, the pavement surface installed in the soft ground road 10, the deformation of the ground in the soft ground by the upper vehicle load 20 is generated, the ground protrudes to the lower slope 30, thereby cracking the asphalt road This is the cause of the occurrence of vehicle accidents, and the situation is a huge budget wasted each year due to the repair of the soft ground road.
본 고안은 상술한 문제점을 감안하여, 본 고안은, 연약지반 도로 측면에 침하를 예방할 수 있는 시설인 침하방지블럭, 강관파일, 고강선 와이어를 구축시켜, 상부 차량하중에 의한 연약지반의 변형을 방지시켜, 평탄한 포장면을 확보하여 차량의 주행성을 더욱 월등히 할 수 있도록 구조를 제공함을 그 목적으로 한다.The present invention in view of the above-described problems, the present invention, by building a settlement prevention block, a steel pipe pile, a high steel wire, which is a facility that can prevent settlement on the side of the soft ground road, the deformation of the soft ground by the upper vehicle load It is aimed to provide a structure that can prevent the, to ensure a flat paving surface to further improve the running performance of the vehicle.
도 1은 기존 연약지반 도로의 문제점을 나타내는 단면도.1 is a cross-sectional view showing a problem of the existing soft ground road.
도 2는 본 고안의 연약지반 아스팔트 도로의 침하방지시설을 나타내는 단면도.Figure 2 is a cross-sectional view showing a settlement prevention facility of the soft ground asphalt road of the present invention.
도 3은 본 고안의 연약지반 아스팔트 도로의 침하방지시설을 나타내는 분해상세도.Figure 3 is an exploded detailed view showing a settlement prevention facility of soft ground asphalt road of the present invention.
도 4는 본 고안의 침하방지시설 중 고강선 와이어의 제작 상태를 나타내는 도면.Figure 4 is a view showing the manufacturing state of the high steel wire in the settlement prevention facility of the present invention.
< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>
100: 아스팔트 도로 200: 차량하중100: asphalt road 200: vehicle load
300: 침하방지블록 400: 강관파일300: sinking block 400: steel pipe pile
500: 고강선 와이어 600: 아스팔트 침하방지시설500: high-strength wire 600: asphalt subsidence prevention facility
본 고안은 상술한 목적 달성을 위해, 본 고안은, 연약지반 도로의 양측에 설치되어 도로의 침하를 예방토록 설치되는 아스팔트 침하방지시설에 있어서, 상기 아스팔트 침하방지시설은, 삼각형 형태를 가지고 도로의 양측에 2개 1조로 구성되어 설치되는 침하방지블록과, 침하방지블록 하부로 설치되는 강관파일과, 침하방지블록의 측면에 설치되어 양측을 연결하는 고강선 와이어로 구성되어 설치되는 한편,상기 침하방지블록은, 삼각형형태를 구성하여 대각선 부에는 계단형태를 구성하고, 수직부는 톱니형 형태를 구성하며, 계단형태의 대각선 부에는 고강선 와이어 홀과 강관파일 홀이 구성되고, 측면부에는 연결핀 설치홀이 구성되며, 연결핀 홀에는 연결핀이 체결되고, 강관파일은, 원형형태로 구성되고 하부에는 두부보강시설이 설치되며, 고강선 와이어는, 와이어 외부에 탄소섬유가 적층되어 고강선 와이어를 보호하는 기능를 갖고, 와이어 단측부에는 고정틀과 고정키가 설치되어, 연약지반 도로의 침하를 방지하는 특징을 갖도록 구성되는 연약지반 아스팔트 도로의 침하방지시설을 제공한다.The present invention, in order to achieve the above object, the present invention is installed on both sides of the soft ground road to prevent the settlement of the asphalt is settled in the prevention facility, the asphalt settlement prevention facility has a triangular form of the road The sinking prevention block is composed of two sets of two sets on both sides, the steel pipe pile is installed under the sinking prevention block, and the high steel wire is installed on the side of the sinking prevention block to connect the two sides, while the settlement The prevention block has a triangular shape to form a staircase on a diagonal portion, a vertical portion to a serrated shape, a high steel wire hole and a steel pipe pile hole on a diagonal portion of a staircase shape, and a connecting pin is installed on a side portion. The hole is composed, and the connecting pin is connected to the connecting pin. The wire has a function to protect the high steel wire by laminating carbon fibers on the outside of the wire, and a fixing frame and a fixing key are provided on the wire end side to prevent settlement of the soft ground road. Provide settlement prevention facilities.
이하, 첨부 도면을 참조하여 본 고안의 구성을 설명한다.Hereinafter, with reference to the accompanying drawings will be described the configuration of the present invention.
도 2는 본 고안의 연약지반 아스팔트 도로의 침하방지시설을 나타내는 단면도이고, 도 3은 본 고안의 연약지반 아스팔트 도로의 침하방지시설을 나타내는 분해상세도이고, 도 4는 본 고안의 침하방지시설 중 고강선 와이어의 제작 상태를 나타내는 도면이다.2 is a cross-sectional view showing a settlement prevention facility of the soft ground asphalt road of the present invention, Figure 3 is an exploded detail view showing a settlement prevention facility of the soft ground asphalt road of the present invention, Figure 4 is a settlement prevention facility of the present invention It is a figure which shows the manufacturing state of a high steel wire.
연약지반 도로의 양측에 도로의 침하를 예방토록 아스팔트 침하방지시설이 설치된다.Asphalt settlement facilities are installed on both sides of the soft ground road to prevent settlement of the road.
상기 아스팔트 침하방지시설(600)은, 삼각형 형태를 가지고 도로의 양측에 2개 1조로 구성되어 설치되는 침하방지블록(300)과, 침하방지블록(300) 하부로 설치되는 강관파일(400)과, 침하방지블록(300)의 측면에 설치되어 양측을 연결하는 고강선 와이어(500)로 구성되는 아스팔트 침하방지시설(600)이 설치된다.The asphalt anti-sedimentation facility 600 has a triangular shape and consists of two sets of two sets on both sides of the road and the anti-sediment block 300, and the steel pipe pile 400 is installed below the anti-sediment block 300 and Is installed on the side of the anti-sedimentation block 300, the asphalt anti-sedimentation facility 600 consisting of a high wire wire 500 connecting both sides is installed.
도 3은 본 고안의 연약지반 아스팔트 도로의 침하방지시설을 나타내는 분해상세도로서, 침하방지블록(300), 강관파일(400), 고강선와이어(500)로 구성된다.3 is an exploded detailed view showing the settlement prevention facility of the soft ground asphalt road of the present invention, the settlement settlement block 300, steel pipe pile 400, high steel wire 500 is composed of.
상기 침하방지블록(300)은, 삼각형형태를 구성하여 대각선 부에는 계단형태(301)를 구성하고, 수직부는 톱니형 형태(302)를 구성하며, 계단형태의 대각선 부에는 고강선 와이어 홀(303)과 강관파일 홀(304)이 구성되고, 측면부에는 연결핀 설치홀(305)이 구성되며, 연결핀 홀에는 연결핀(305)이 체결되고,The anti-sedimentation block 300 constitutes a triangular shape, constitutes a stepped shape 301 on a diagonal portion, a vertical portion constitutes a sawtooth shape 302, and a high-strength wire hole 303 on a diagonal portion of a stepped shape. ) And the steel pipe pile hole 304, the side portion is formed with a connecting pin installation hole 305, the connecting pin hole is connected to the connecting pin 305,
강관파일(400)은, 원형형태로 구성되고 하부에는 두부보강시설(401)이 설치되며,Steel pipe pile 400 is configured in a circular shape and the lower head reinforcement facility 401 is installed,
고강선 와이어(500)는, 와이어 외부에 탄소섬유(503)가 적층되어 고강선 와이어를 보호하는 기능를 갖고, 와이어 단측부에는 고정틀(501)과 고정키(502)가 설치되어 아스팔트 침하방지시설이 형성된다.High-strength wire 500, the carbon fiber 503 is laminated on the outside of the wire has a function to protect the high-strength wire, and the fixing frame 501 and the fixing key 502 is installed on the wire end side is asphalt settlement prevention facility Is formed.
상술한 구성에서 알 수 있듯이, 상기 연약지반 아스팔트 도로의 침하방지시설로 인해, 연약지반 도로의 변형을 방지토록 하여 원활한 차량의 주행성을 확보할 수 있도록 하였다.As can be seen from the above configuration, due to the settlement prevention facilities of the soft ground asphalt road, to prevent the deformation of the soft ground road to ensure the smooth running of the vehicle.
상술한 본 고안의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 고안의 연약지반 아스팔트 도로의 침하방지시설은, 침하방지블록, 강관파일, 고강선와이어로 구성되어 연약지반 도로의 침하를 방지토록 하여, 차량 주행성을 확보하고, 도로 포장면의 파손을 방지하여 도로에 사용되는 유지관리비용을 절감하는 효과를 갖도록 한다.The sedimentation prevention facility of the soft ground asphalt road of the present invention is composed of a settlement block, steel pipe pile, and high steel wire to prevent settlement of the soft ground road, ensuring vehicle running and preventing damage to the pavement surface. It has the effect of reducing the maintenance cost used on the road.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0005423U KR200351442Y1 (en) | 2004-03-02 | 2004-03-02 | Asphalt sinking prevention apparatus of smooth ground's road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0005423U KR200351442Y1 (en) | 2004-03-02 | 2004-03-02 | Asphalt sinking prevention apparatus of smooth ground's road |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020040013846A Division KR100482923B1 (en) | 2004-03-02 | 2004-03-02 | Asphalt sinking prevention apparatus of smooth ground's road |
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| Publication Number | Publication Date |
|---|---|
| KR200351442Y1 true KR200351442Y1 (en) | 2004-05-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2004-0005423U KR200351442Y1 (en) | 2004-03-02 | 2004-03-02 | Asphalt sinking prevention apparatus of smooth ground's road |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100689220B1 (en) | 2006-11-23 | 2007-03-02 | 동남이엔씨(주) | Smooth area construction of road |
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2004
- 2004-03-02 KR KR20-2004-0005423U patent/KR200351442Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100689220B1 (en) | 2006-11-23 | 2007-03-02 | 동남이엔씨(주) | Smooth area construction of road |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| U107 | Dual application of utility model | ||
| REGI | Registration of establishment | ||
| LAPS | Lapse due to unpaid annual fee |