KR100580614B1 - Asphalt sinking prevention apparatus of smooth ground's road - Google Patents

Asphalt sinking prevention apparatus of smooth ground's road Download PDF

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KR100580614B1
KR100580614B1 KR1020040010629A KR20040010629A KR100580614B1 KR 100580614 B1 KR100580614 B1 KR 100580614B1 KR 1020040010629 A KR1020040010629 A KR 1020040010629A KR 20040010629 A KR20040010629 A KR 20040010629A KR 100580614 B1 KR100580614 B1 KR 100580614B1
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frame
asphalt
subsidence prevention
subsidence
shaped side
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KR20050082242A (en
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이해경
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(주)다산컨설턴트
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    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01F—MAGNETS; INDUCTANCES; TRANSFORMERS; SELECTION OF MATERIALS FOR THEIR MAGNETIC PROPERTIES
    • H01F1/00—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties
    • H01F1/42—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties of organic or organo-metallic materials, e.g. graphene
    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01F—MAGNETS; INDUCTANCES; TRANSFORMERS; SELECTION OF MATERIALS FOR THEIR MAGNETIC PROPERTIES
    • H01F1/00—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties
    • H01F1/01—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties of inorganic materials
    • H01F1/03—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties of inorganic materials characterised by their coercivity
    • H01F1/12—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties of inorganic materials characterised by their coercivity of soft-magnetic materials
    • H01F1/34—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties of inorganic materials characterised by their coercivity of soft-magnetic materials non-metallic substances, e.g. ferrites
    • H01F1/36—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties of inorganic materials characterised by their coercivity of soft-magnetic materials non-metallic substances, e.g. ferrites in the form of particles
    • H01F1/37—Magnets or magnetic bodies characterised by the magnetic materials therefor; Selection of materials for their magnetic properties of inorganic materials characterised by their coercivity of soft-magnetic materials non-metallic substances, e.g. ferrites in the form of particles in a bonding agent
    • H01F1/375—Flexible bodies
    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01F—MAGNETS; INDUCTANCES; TRANSFORMERS; SELECTION OF MATERIALS FOR THEIR MAGNETIC PROPERTIES
    • H01F7/00—Magnets
    • H01F7/02—Permanent magnets [PM]
    • H01F7/0205—Magnetic circuits with PM in general
    • H01F7/021—Construction of PM
    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01F—MAGNETS; INDUCTANCES; TRANSFORMERS; SELECTION OF MATERIALS FOR THEIR MAGNETIC PROPERTIES
    • H01F7/00—Magnets
    • H01F7/02—Permanent magnets [PM]
    • H01F7/0231—Magnetic circuits with PM for power or force generation
    • H01F7/0247—Orientating, locating, transporting arrangements

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  • Power Engineering (AREA)
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  • Chemical & Material Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Road Paving Structures (AREA)

Abstract

본 발명은 연약지반 도로의 아스팔트 침하 방지시설에 관한 것으로서, 특히 엘형 측구틀에 측면부 침하 방지틀과 일반부 침하 방지틀이 체결되고, 그 엘형 측구틀에 콘크리트가 타설되어 엘형 측구가 형성되고, 그 측면부 침하 방지틀과 일반부 침하 방지틀에 아스팔트가 포설되어 침하를 예방할 수 있도록 하는 연약지반 도로의 아스팔트 침하 방지시설에 관한 것이다.The present invention relates to an asphalt subsidence prevention facility of a soft ground road, and in particular, the side subsidence prevention frame and the general subsidence prevention frame is fastened to the el-shaped side frame, concrete is poured into the el-shaped side frame, the el-shaped side mouth is formed, the side portion It relates to an asphalt subsidence prevention facility on a soft ground road to prevent the subsidence by installing asphalt on the subsidence prevention frame and the general subsidence prevention frame.

본 발명은, 연약지반 도로의 아스팔트 침하 방지시설에 있어서, 차도와 보도를 구분하는 엘형 측구의 위치에 엘형 측구틀이 설치되고, 그 엘형 측구틀에 연접되게 측면부 침하 방지틀과 일반부 침하 방지틀이 설치되어 콘크리트가 타설되고 아스팔트가 포설되어 차도를 구성하도록 설치됨과 아울러, 측면부 침하 방지틀과 일반부 침하 방지틀의 내측으로 차도에서 발생되는 우수가 처리될 수 있는 구조로 설치됨을 특징으로 하는 연약지반 도로의 아스팔트 침하 방지시설을 제공한다.The present invention, in the asphalt subsidence prevention facility of soft ground road, the el-shaped side frame is installed at the position of the el-shaped side partition that separates the road and the sidewalk, the side surface subsidence prevention frame and the general subsidence prevention frame is connected to the el-shaped side frame It is installed so that concrete is installed and asphalt is installed to form a roadway, and the soft ground road is installed in a structure that can process rainwater generated in the roadway inside the side subsidence prevention frame and the general side subsidence prevention frame. Provide asphalt subsidence prevention facilities.

연약지반, 도로, 아스팔트 침하 방지시설Soft ground, road, asphalt subsidence prevention facility

Description

연약지반 도로의 아스팔트 침하 방지시설{ASPHALT SINKING PREVENTION APPARATUS OF SMOOTH GROUND'S ROAD}Asphalt sinking prevention facility of soft ground road {ASPHALT SINKING PREVENTION APPARATUS OF SMOOTH GROUND'S ROAD}

도 1은 종래의 연약지반 상에 도로가 형성된 경우 발생되는 문제점을 나타내는 도면.1 is a view showing a problem that occurs when a road is formed on a conventional soft ground.

도 2는 본 발명의 아스팔트 침하 방지시설의 단면 상태를 나타내는 도면.Figure 2 is a view showing a cross-sectional state of the asphalt settlement prevention facility of the present invention.

도 3은 본 발명의 아스팔트 침하 방지시설의 분해 상태를 나타내는 도면.3 is a view showing an exploded state of the asphalt subsidence prevention facility of the present invention.

< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>

100: 엘형 측구틀 220: 차도100: elbow side frame 220: driveway

250: 보도 300: 엘형 측구틀250: sidewalk 300: elbow

400,400': 침하 방지틀 400,400 ': Settlement prevention frame

본 발명은 연약지반 도로의 아스팔트 침하 방지시설에 관한 것으로서, 특히 엘형 측구틀에 측면부 침하 방지틀과 일반부 침하 방지틀이 체결되고, 그 엘형 측구틀에 콘크리트가 타설되어 엘형 측구가 형성되고, 그 측면부 침하 방지틀과 일반부 침하 방지틀에 아스팔트가 포설되어 침하를 예방할 수 있도록 하는 연약지반 도 로의 아스팔트 침하 방지시설에 관한 것이다.The present invention relates to an asphalt subsidence prevention facility of a soft ground road, in particular, the side subsidence prevention frame and the general part subsidence prevention frame is fastened to the el-shaped side frame, concrete is poured into the el-shaped side frame, the el-shaped side mouth is formed, the side portion It relates to an asphalt subsidence prevention facility of a soft ground road to prevent the subsidence by installing asphalt on the subsidence prevention frame and general subsidence prevention frame.

일반적으로 연약지반 상에 도로가 시공되는 경우, 도 1과 같이, 엘형 측구(30)를 기준으로 차도(50)와 보도(70)가 형성되는 경우가 대부분으로, 차량의 잦은 통행으로 인해 화살표와 같이 상부 하중이 발생되면 엘형 측구(30)와 연접한 차도와 보도가 침하되는 경우 빈번하게 발생된다.In general, when the road is constructed on the soft ground, as shown in Figure 1, the roadway 50 and the sidewalk 70 is formed based on the el-shaped side opening 30 in most cases, due to the frequent traffic of the arrow and As the upper load is generated frequently occurs when the roadway and the sidewalk connected to the el-shaped side opening 30 is settled.

이러한 경우는, 대부분 차도와 보도를 시공시, 연약 지반에 전해지는 상부 하중에 따른 별도의 부재가 설치되지 않는 경우에 많이 발생된다 할 수 있다.In this case, most of the driveway and sidewalk can be generated when a separate member according to the upper load transmitted to the soft ground is not installed.

본 발명은 상술한 문제점을 감안하여, 본 발명은, 엘형 측구틀에 측면부 침하 방지틀과 일반부 침하 방지틀이 체결되고, 그 엘형 측구틀에 콘크리트가 타설되어 엘형 측구가 형성되고, 그 측면부 침하 방지틀과 일반부 침하 방지틀에 아스팔트가 포설되어 침하를 예방할 수 있게 되고, 한편 엘형 측구틀, 측면부 침하 방지틀과 일반부 침하 방지틀이 하부 고정대에 의하여 지지되는 구조로 형성되어 연약 지반상에 차도를 손쉽게 시공할 수 있도록 하는 연약지반 도로의 아스팔트 침하 방지시설을 제공함을 그 목적으로 한다.The present invention in view of the above-described problems, the present invention, the side-side subsidence prevention frame and the general-side subsidence prevention frame is fastened to the el-shaped side frame, concrete is poured into the el-shaped side frame to form the el-shaped side mouth, preventing the side portion subsidence Asphalt is installed on the frame and the general subsidence prevention frame to prevent subsidence, while the El-shaped side frame, the side subsidence prevention frame and the general subsidence prevention frame are formed by a structure that is supported by the lower supporter to easily drive the roadway on the soft ground. Its purpose is to provide asphalt subsidence prevention facilities for soft ground roads that can be constructed.

본 발명은 상술한 목적 달성을 위해, 본 발명은, 연약지반 도로의 아스팔트 침하 방지시설에 있어서, 차도와 보도를 구분하는 엘형 측구의 위치에 엘형 측구틀이 설치되고, 그 엘형 측구틀에 연접되게 측면부 침하 방지틀과 일반부 침하 방지틀이 설치되어 콘크리트가 타설되고 아스팔트가 포설되어 차도를 구성하도록 설치 됨과 아울러, 측면부 침하 방지틀과 일반부 침하 방지틀의 내측으로 차도에서 발생되는 우수가 처리될 수 있는 구조로 설치됨을 특징으로 하는 연약지반 도로의 아스팔트 침하 방지시설을 제공한다.In order to achieve the above object, the present invention, in the asphalt subsidence prevention facility of the soft ground road, the el-shaped side frame is installed at the position of the el-shaped side partition that separates the driveway and the sidewalk, so as to be connected to the el-shaped side frame Side settling prevention frame and general settling prevention frame are installed so that concrete can be installed and asphalt is installed to form a roadway, and rainwater generated in the roadway can be treated inside the side settling prevention frame and general settling prevention frame. It provides an asphalt subsidence prevention facility of the soft ground road, characterized in that installed in the structure.

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 아스팔트 침하 방지시설의 단면 상태를 나타내는 도면이고, 도 3은 본 발명의 아스팔트 침하 방지시설의 분해 상태를 나타내는 도면이다.2 is a view showing a cross-sectional state of the asphalt sinking prevention facility of the present invention, Figure 3 is a view showing an exploded state of the asphalt sinking prevention facility of the present invention.

상기 아스팔트 침하 방지시설(800)은, 엘형 측구틀(100), 하부 고정대(300),측면부 침하 방지틀(400)과 일반부 침하 방지틀(400')가 조립식으로 설치되고, 엘형 측구틀(100)에 콘크리트가 타설되고, 측면부 침하 방지틀(400)과 일반부 침하 방지틀(400')에 아스팔트를 포설하여 차도(220)를 구성하게 된다.The asphalt subsidence prevention facility 800, the el-shaped side frame 100, the lower fixture 300, the side portion prevention frame 400 and the general part settlement prevention frame 400 'is installed in a prefabricated, el-type side frame 100 ), The concrete is poured, and the side road subsidence prevention frame 400 and the general part subsidence prevention frame (400 ') by installing asphalt to configure the roadway 220.

상기 엘형 측구틀(100)은, 'ㄴ'자 형태로, 콘크리트가 타설되면 경계석과 엘형 측구가 동시에 형성되도록 설치구조를 가지는 한편, 연결재(105)에 의해 수직판(110)이 연결되어 콘크리트가 타설되면 경계석이 형성되고, 중앙에 요철부(115)가 수직하게 입설되며, 몸체 하단부에 다수개의 내부 보강앵커(130)가 설치되고, 길이방향 콘크리트 하부 보강대 양측에 단턱부(120)가 형성되며, 몸체의 측면에 체결 볼트홀(117)이 형성된다.The el-shaped side frame 100, in the form of 'b', has a mounting structure so that the boundary stone and the el-shaped side sphere is formed at the same time when the concrete is poured, while the vertical plate 110 is connected by the connecting member 105 to the concrete When poured, the boundary stone is formed, the concave-convex portion 115 is vertically placed in the center, a plurality of internal reinforcement anchors 130 are installed at the lower end of the body, and the stepped portion 120 is formed on both sides of the longitudinal concrete lower reinforcement. Fastening bolt holes 117 are formed on the side of the body.

상기 하부 고정대(300)는, 'ㅗ'자형 형태로 단면 구조가 형성되며, 엘형 측구틀(100), 측면부 및 일반부 침하 방지틀(400)(400')을 폭 방향으로 지지하는 부재이다.The lower fixing member 300 is a cross-sectional structure is formed in the 'ㅗ' shape, and is a member for supporting the el-shaped side frame 100, the side portion and the general settling prevention frame 400, 400 'in the width direction.

상기 측면부 침하 방지틀(400)은, 상단면이 요철 형태의 덱크(DECK)로 형성 되는 한편, 엘형 측구틀(100)과 접하는 위치에 수직판부(404)가 형성되고, 그 수직판부(404)에 체결 볼트홀이 형성되어 엘형 측구틀(100)과 연결 플레이트(140)와 체결 볼트(150)로 체결된다.The side surface subsidence prevention frame 400, the upper surface is formed of a deck (DECK) of the concave-convex shape, the vertical plate portion 404 is formed in a position in contact with the el-shaped side frame 100, the vertical plate portion 404 A fastening bolt hole is formed in the elbow-shaped side frame 100, the connection plate 140, and the fastening bolt 150.

또한, 상기 측면부 침하 방지틀(400)은, 덱크의 하단부에 다수개의 내부 보강앵커(430)가 형성되며, 길이방향 콘크리트 하부 보강대 양측에 각각 단턱부(420)가 형성되고, 일반부 침하 방지틀(400')과 접하는 위치에 체결핀(435)이 형성되어 연결 플레이트(440)에 의해 체결 고정된다.In addition, the side subsidence prevention frame 400, a plurality of internal reinforcement anchor 430 is formed at the lower end of the deck, the stepped portion 420 is formed on both sides of the longitudinal concrete lower reinforcement, respectively, general subsidence prevention frame ( A fastening pin 435 is formed at a position in contact with 400 'and fixedly fastened by the connection plate 440.

상기 일반부 침하 방지틀(400')은, 상단면이 요철 형태의 덱크로 형성되는 한편, 폭 방향 양측에 각각 체결핀(435)이 형성되고, 하단부에 다수개의 내부 보강앵커(430)가 형성되며, 길이방향 양측에 각각 단턱부(420)가 형성된다.The general part subsidence prevention frame (400 '), the top surface is formed as a deck of concave-convex shape, while the fastening pins 435 are formed on both sides of the width direction, a plurality of internal reinforcement anchors 430 is formed at the bottom The stepped portions 420 are formed at both sides in the longitudinal direction, respectively.

상기 측면부 및 일반부 침하 방지틀(400)(400')은, 덱크 형상의 상부에서 하부로 관통되는 배수홀(460)이 형성되어 아스팔트(A)가 포설된 후 차도 상에서 발생되는 우수를 배수처리할 수 있는 구조로 구성된다.The side part and the general part subsidence prevention frame (400, 400 '), the drain hole 460 penetrating from the top of the deck shape to the bottom is formed to drain the rainwater generated on the roadway after the asphalt (A) is laid It is composed of a structure that can be.

상술한 아스팔트 침하방지시설은, 그 구조상, 조립식 형태로 형성된 틀재들을 지반 다짐한 차도상에 적치한 후 콘크리트(C)와 아스팔트(A)를 각각 타설하고 포설하여 차도를 시공하는 관계로, 시공 작업이 용이하게 된다.As described above, the asphalt subsidence prevention facility is constructed by placing the frame members formed in the prefabricated form on the ground compacted roadway, and then placing and laying concrete (C) and asphalt (A), respectively, to construct the roadway. It becomes easy.

상술한 본 발명의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.

본 발명의 아스팔트 침하 방지시설은, 아스팔트 포장층의 침하를 예방할 수 있도록 측면부 침하 방지틀과 일반부 침하 방지틀이 차도 상에 설치되어 상부에서 전해지는 과다 하중에 적절하게 대응하므로 아스팔트 포장층의 침하가 예방되고, 엘형 측구틀, 측면부 침하 방지틀과 일반부 침하 방지틀로 구성되는 관계로 차도를 용이하게 시공할 수 있는 효과를 갖는다.As for the asphalt subsidence prevention facility of the present invention, the side subsidence prevention frame and the general subsidence prevention frame are installed on the roadway so as to prevent the subsidence of the asphalt pavement layer so that the subsidence of the asphalt pavement layer is appropriate. It is prevented and has an effect of easily constructing a roadway because it is composed of an el-shaped side frame, a side portion prevention frame, and a general part settlement prevention frame.

Claims (2)

연약지반 도로의 아스팔트 침하 방지시설에 있어서, In the asphalt subsidence prevention facility of the soft ground road, 차도와 보도를 구분하는 엘형 측구의 위치에 엘형 측구틀이 설치되고, 그 엘형 측구틀에 연접되게 측면부 침하 방지틀과 일반부 침하 방지틀이 설치되어 콘크리트가 타설되고 아스팔트가 포설되어 차도를 구성하도록 설치됨과 아울러, 측면부 침하 방지틀과 일반부 침하 방지틀의 내측으로 차도에서 발생되는 우수가 처리될 수 있는 구조로 설치됨을 특징으로 하는 연약지반 도로의 아스팔트 침하 방지시설.An el-shaped side frame is installed at the position of the el-shaped side port that separates the roadway and the sidewalk, and the side subsidence prevention frame and the general side subsidence prevention frame are installed to be connected to the el-type side frame so that concrete is poured and asphalt is laid to form a driveway. In addition, the asphalt subsidence prevention facility of the soft ground road, characterized in that it is installed in a structure that can be treated with rainwater generated in the driveway to the inner side of the anti-side subsidence prevention frame and the general subsidence prevention frame. 제 1 항에 있어서, The method of claim 1, 상기 엘형 측구틀(100)은, 'ㄴ'자 형태로, 연결재(105)에 의해 수직판(110)이 연결되고, 중앙에 요철부(115)가 수직하게 입설되며, 몸체 하단부에 다수개의 내부 보강앵커(130)가 설치되고, 길이방향 콘크리트 하부 보강대 양측에 단턱부(120)가 형성되며, 몸체의 측면에 체결 볼트홀(117)이 형성되며, The el-shaped side frame 100, in the form of 'b', the vertical plate 110 is connected by the connecting member 105, the concave-convex portion 115 is vertically placed in the center, a plurality of internal parts at the bottom of the body Reinforcement anchor 130 is installed, the stepped portion 120 is formed on both sides of the longitudinal concrete lower reinforcement, fastening bolt hole 117 is formed on the side of the body, 상기 하부 고정대(300)는, 'ㅗ'자형 형태로 단면 구조가 형성되고, 엘형 측구틀(100), 측면부 및 일반부 침하 방지틀(400)(400')을 폭 방향으로 지지하는 한편, The lower fixture 300, the cross-sectional structure is formed in the 'ㅗ' shape, while supporting the el-shaped side frame 100, the side portion and the general settling prevention frame 400, 400 'in the width direction, 상기 측면부 침하 방지틀(400)은, 상단면이 요철 형태의 덱크(DECK)로 형성되고, 엘형 측구틀(100)과 접하는 위치에 수직판부(404)가 형성되며, 그 수직판부(404)에 체결 볼트홀이 형성되어 엘형 측구틀(100)과 연결 플레이트(140) 와 체결 볼트(150)로 체결되고, The side surface subsidence prevention frame 400, the top surface is formed of a deck (DECK) of the concave-convex shape, the vertical plate portion 404 is formed in a position in contact with the el-shaped side frame 100, the vertical plate portion 404 A fastening bolt hole is formed to be fastened by the el-shaped side frame 100, the connection plate 140, and the fastening bolt 150. 덱크의 하단부에 다수개의 내부 보강앵커(430)가 형성되며, 길이방향 양측에 각각 단턱부(420)가 형성되고, 일반부 침하 방지틀(400')과 접하는 위치에 체결핀(435)이 형성되어 연결 플레이트(440)에 의해 체결 고정되며, A plurality of internal reinforcement anchors 430 are formed at the lower end of the deck, and stepped portions 420 are formed at both sides in the longitudinal direction, and fastening pins 435 are formed at positions in contact with the general part sink prevention frame 400 '. Is fastened and fixed by the connecting plate 440, 상기 일반부 침하 방지틀(400')은, 상단면이 요철 형태의 덱크로 형성되고,폭 방향 양측에 각각 체결핀(435)이 형성되고, 하단부에 다수개의 내부 보강앵커(430)가 형성되며, 길이방향 콘크리트 하부 보강대 양측에 각각 단턱부(420)가 형성된 것을 특징으로 하는 연약지반 도로의 아스팔트 침하 방지시설.The general part subsidence prevention frame 400 ', the top surface is formed of a deck of irregularities, fastening pins 435 are formed on each side of the width direction, a plurality of internal reinforcement anchors 430 is formed at the lower end, The asphalt subsidence prevention facility of the soft ground road, characterized in that the stepped portion 420 is formed on both sides of the longitudinal concrete lower reinforcement.
KR1020040010629A 2004-02-18 2004-02-18 Asphalt sinking prevention apparatus of smooth ground's road KR100580614B1 (en)

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Publication number Priority date Publication date Assignee Title
KR101687259B1 (en) 2016-03-30 2016-12-20 (주)케이씨엠엔지니어링 Asphalt joint sinking prevention apparatus of construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101687259B1 (en) 2016-03-30 2016-12-20 (주)케이씨엠엔지니어링 Asphalt joint sinking prevention apparatus of construction

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