KR100970230B1 - The pier safety structure of ground subsidence by flowing water - Google Patents

The pier safety structure of ground subsidence by flowing water Download PDF

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Publication number
KR100970230B1
KR100970230B1 KR1020090125658A KR20090125658A KR100970230B1 KR 100970230 B1 KR100970230 B1 KR 100970230B1 KR 1020090125658 A KR1020090125658 A KR 1020090125658A KR 20090125658 A KR20090125658 A KR 20090125658A KR 100970230 B1 KR100970230 B1 KR 100970230B1
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South Korea
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pier
soil
prevention member
earth
safety structure
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KR1020090125658A
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Korean (ko)
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정갑출
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(주)동우구조기술단
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/02—Piers; Abutments ; Protecting same against drifting ice
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00—Caissons; Construction or placing of caissons
    • E02D23/02—Caissons able to be floated on water and to be lowered into water in situ

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE: A bridge post safety structure for preventing ground erosion by moving water is provided to secure the safety base of the bridge post and to minimize land subsidence by moving water. CONSTITUTION: A bridge post safety structure for preventing ground erosion by moving water comprises a soil sweep prevention member(10), a crane(20), and a switch(30). The soil sweep prevention member covers the boundary surface of a bridge post(1). The soil sweep prevention member accepts gravel and the soil moved by the flowing water. The crane has a hook installed in a traction member(13) to be detached. The crane is installed on the top of the bridge post. The switch controls the operation of the crane.

Description

유수에 의한 지반침식을 방지하는 교각안전구조{The Pier Safety Structure Of Ground Subsidence By Flowing Water}Pier Safety Structure Of Ground Subsidence By Flowing Water

본 발명은 교각의 하단의 기초가 되는 지반침식을 방지하고, 이를 통해 안정된 기반을 확보하여 교량의 안정된 구조를 유지할 수 있도록 된 유수에 의한 지반침식을 방지하는 교각안전구조에 관한 것이다.The present invention relates to a pier safety structure that prevents ground erosion that is the basis of the lower end of the bridge, and thereby prevents ground erosion by flowing water to secure a stable foundation to maintain a stable structure of the bridge.

일반적으로 도심지를 끼로 흐르는 하천이나 강에는 사람이 건널 수 있는 다리(교량)가 건설되는데, 대부분 차량통행이 가능하도록 되어 있어 비교적 큰 하중을 지탱하는 교각이 요구된다.In general, bridges (bridges) that can be crossed by people are built in rivers or rivers that flow through urban areas, and most of them are designed to allow vehicle traffic, requiring bridges that support relatively large loads.

그런데, 이러한 교각은 하천 애 토사층을 지지층으로 하여 입설되므로, 교각의 견고한 구성도 요구되지만, 기초가 되는 토사층의 안전성이 더욱 요구된다.By the way, since the piers are laid with the river soil soil layer as a supporting layer, a solid construction of the bridge is also required, but the safety of the foundation soil layer is further required.

한편, 하천의 유수는 하천바닥의 토사층에 침식 및 퇴적작용을 지속해서 가하므로, 교각을 지지하고 있는 토사층에도 지속적인 침식과 퇴적작용을 일으키게 되는데, 특히 교각은 하천의 소정 폭을 점유하여 일시적으로 유속을 증가시키므로 유수의 침식작용이 상대적으로 활발히 일어나게 되고, 결국 하천의 다른 위치보다 침하가 급격히 일어나게 되며, 지속적으로 침식된 틈에 의해 교각의 하중을 불균형적으로 지지하여 결국에는 교각을 붕괴시키는 원인이 되고 있는 바, 이러한 문제를 해소하기 위한 연구가 활발히 진행중이다.On the other hand, river runoff continuously exerts erosion and sedimentation on the sedimentary layers of the riverbed, causing continuous erosion and sedimentation on the sedimentary layers supporting the bridges. The erosion of the flowing water occurs relatively more actively, and the settlement occurs more rapidly than other locations in the river, and the erosion loads are disproportionately supported by the continuously eroded gaps, which eventually causes the pier to collapse. As a result, research is being actively conducted to solve these problems.

본 발명은 상기와 같은 문제를 해소하기 위하여 안출된 것으로서, 교각의 안전기반을 확보하면서 유수에 의한 지반침하를 최소화할 수 있도록 된 유수에 의한 지반침식을 방지하는 교각안전구조를 제공하려는데 그 목적이 있다.The present invention has been made to solve the above problems, to provide a bridge safety structure that prevents ground erosion caused by running water to minimize ground subsidence caused by running water while securing a safety base of the bridge. have.

상기 목적을 달성하기 위한 본 발명은,The present invention for achieving the above object,

교각의 둘레면을 이동가능하게 감싸는 타원형의 밴드부와, 둘레면에 유수배출공을 갖추고서, 밴드부의 일측 외면에 설치되어, 유수에 의해 이동되는 자갈과 토사를 내부에 수용하는 버켓부를 갖춘 토사유실방지부재본체와, 버켓부의 맞은편에 위치되는 밴드부의 타측에 회전가능하게 설치되어, 교각과 버켓부 간의 마찰을 억제하는 롤러부재와, 토사유실방지부재본체에 착탈가능하게 설치되는 견인부재를 갖춘 토사유실방지부재와;Earth and sand room equipped with an oval band part that movably wraps the pier's circumferential surface, and an oil discharge hole on the circumferential surface, which is installed on one side of the band part, and has a bucket part for accommodating gravel and soil which are moved by running water. It is provided with a prevention member body, a roller member rotatably installed on the other side of the band portion opposite to the bucket portion, to suppress friction between the piers and the bucket portion, and a traction member detachably installed on the earth and sand loss prevention member body. Earth and sand loss prevention member;

견인부재에 착탈가능하게 설치되는 후크를 갖추고서, 교각의 상부에 설치되어, 와이어를 매개로 토사유실방지부재를 승·하강되도록 하는 기중장치부와;A lifter unit having a hook detachably mounted to the towing member and installed on an upper portion of the piers so as to raise and lower the soil loss preventing member through a wire;

기중장치부의 작동을 ON/OFF 제어하는 스위치부를 포함하는 것을 특징으로 한다.It characterized in that it comprises a switch unit for controlling the operation of the crane unit ON / OFF.

상기와 같은 구성으로 이루어진 본 발명은, 교각의 둘레면에 토사유실방지부재를 설치하여 줌으로서, 유수에 의해 교각을 지탱하고 있는 모래 및 자갈 등의 토사 유출시 교각의 주변을 따라 이동되는 유수와 함께 쓸려 내려가는 토사를 내부에 수용할 수 있도록 하여 침식으로 인한 지반의 침하를 최소화하고, 토사의 유실을 방지할 수 있게 되는 것이다.The present invention made of the above configuration, by installing the earth and sand loss prevention member on the circumferential surface of the pier, and running water along the periphery of the pier when the outflow of sand and gravel, such as sand and gravel supporting the pier by running water and Soils that are swept away together can be accommodated inside to minimize ground subsidence due to erosion and prevent loss of soil.

또한, 상기와 같이 교각의 상부에 구동장치부와 풀리 및 스위치부, 와이어를 설치하여 줌으로서, 토사유시방지부재를 안전하게 승·하강시켜 줄 수 있을 뿐만 아니라, 작업자로 하여금 작업의 편의성을 크게 향상시켜 줄 수 있다.In addition, by installing the drive unit, pulley, switch, and wire in the upper portion of the pier as described above, it is possible not only to raise and lower the earth and sand preventive member, but also to increase the convenience of the operator. You can improve it.

이하, 첨부된 도면에 의거하여 상세히 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail.

도 1은 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조의 개략도이고, 도 2는 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조에서 토사유실방지부재를 따로 발췌하여 보인 사시도이며, 도 3은 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조의 정단면도이다.1 is a schematic diagram of a pier safety structure for preventing ground erosion by running water according to the present invention, Figure 2 is an excerpt from the pier safety structure for preventing ground erosion caused by running water according to the present invention shown separately 3 is a front sectional view of a pier safety structure for preventing ground erosion caused by running water according to the present invention.

본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조는, 교각(1)의 둘레면을 이동가능하게 감싸고서, 유수에 의해 이동되는 자갈과 토사를 내부에 수용할 수 있도록 된 토사유실방지부재(10)와; 견인부재(13)에 착탈가능하게 설치되는 후크(h)를 갖추고서, 교각(1)의 상부에 설치되어, 토사유실방지부재(10)를 승·하강되도록 하는 기중장치부(20)와; 기중장치부(20)의 작동을 ON/OFF 제어하는 스위치부(30)로 구성되며, 이를 도 1과 같이 도시하였다.Pier safety structure to prevent ground erosion due to running water according to the present invention, the circumferential surface of the pier (1) to move around, preventing soil loss to be accommodated inside the gravel and soil moved by running water Member 10; A lifter (20) having a hook (h) detachably attached to the towing member (13) and installed on an upper portion of the piers (1) to lift and lower the soil loss prevention member (10); Consists of a switch unit 30 to control the operation of the crane unit 20 ON / OFF, as shown in FIG.

상기 교각(1)의 둘레면을 이동가능하게 감싸고서, 유수에 의해 이동되는 자갈과 토사를 내부에 수용할 수 있도록 된 토사유실방지부재(10)는, 교각(1)의 둘레면을 이동가능하게 감싸는 타원형의 밴드부(11a)와; 둘레면에 유수배출공(11b-1)을 갖추고서, 밴드부(11a)의 일측 외면에 설치되어, 유수에 의해 이동되는 자갈과 토사를 내부에 수용할 수 있도록 된 버켓부(11b)로 구성되며, 이를 도 2 내지 도 3과 같이 도시하였다.The earth and sand loss prevention member 10, which is configured to movably surround the circumferential surface of the pier 1, to accommodate gravel and earth and sand moved by running water, may move the circumferential surface of the pier 1. Oval band portion (11a) to be wrapped; Having a running water discharge hole 11b-1 on the circumferential surface, it is installed on one side outer surface of the band portion 11a, and is composed of a bucket part 11b configured to accommodate gravel and soil moved by running water therein. , As shown in FIGS. 2 to 3.

상기 밴드부(11a)는, 소정의 두께는 갖는 금속재로서, 밴드부(11a)의 일측으로 버켓부(11b)가 고정되고, 버켓부(11b)가 설치된 맞은편에는 이후에 설명될 롤러부재(12)가 회전가능하게 설치될 수 있도록 축부재(s)가 마련된다.The band part 11a is a metal material having a predetermined thickness, and the bucket part 11b is fixed to one side of the band part 11a, and the opposite side where the bucket part 11b is provided is a roller member 12 to be described later. The shaft member (s) is provided to be rotatably installed.

본 실시 예의 경우 상기 밴드부(11a)의 축부재(s)를 설치하기 위해서는 축부재(s)의 폭에 맞게 밴드부(11a)를 절단한 상태에서 원형의 축부재(s)에 롤러부재(12)를 끼워주고, 절단된 밴드부(11a)와 밴드부(11a) 사이로 축부재(s)를 배치한 상태에서 양단을 용접하여 고정한다.In the present embodiment, in order to install the shaft member s of the band portion 11a, the roller member 12 is formed on the circular shaft member s in a state in which the band portion 11a is cut along the width of the shaft member s. And both ends are welded and fixed in a state where the shaft member s is disposed between the cut band portion 11a and the band portion 11a.

상기 버켓부(11b)의 경우에는 둘레면을 따라 소정의 폭으로 절개된 유수배출공(11b-1)이 형성된다.In the case of the bucket part 11b, the flowing water discharge hole 11b-1 is formed to be cut along a circumferential surface.

따라서, 상기 유수에 의해 이동되는 자갈과 토사가 버켓부(11b)의 내부로 진입하게 되면, 자갈과 토사는 내부에 점진적으로 쌓이게 되고, 유수는 유수배출공(11b-1)을 통해 빠져나가게 된다.Therefore, when the gravel and soil moved by the running water enters the inside of the bucket part 11b, the gravel and the soil gradually accumulate inside, and the running water is discharged through the running water discharge hole 11b-1. .

본 실시 예의 경우 상기 토사유실방지부재(10)를 구성하는 밴드부(11a)와 버 켓부(11b)는, 교각(1)의 둘레면에 밴드부(11a)를 배치한 상태에서 밴드부(11a)의 각 말단 면과 버켓부(11b)의 각 말단 면을 상호 연접하고, 연접된 부분의 둘레면은 용접을 통해 상호 고정되도록 하여 일체화시킨 것이며, 따라서, 공지에 기술을 이용하여 다양한 방법으로 두 부분을 접합하거나 고정할 수 있으므로, 이에 한정하지 않는다.In the present embodiment, the band portion 11a and the bucket portion 11b constituting the earth and sand loss prevention member 10 are each formed in the band portion 11a in a state in which the band portion 11a is disposed on the circumferential surface of the piers 1. The end face and each end face of the bucket part 11b are connected to each other, and the circumferential face of the joined part is integrated by being fixed to each other by welding. Therefore, the two parts are joined by various methods using known techniques. Or can be fixed, but is not limited thereto.

상기 토사유실방지부재(10)의 밴드부(11a)에 축부재(s)을 매개로 회전가능하게 설치되고, 교각(1)의 외면을 따라 구름접촉되는 다수개의 롤러부재(12)는 내부가 관통된 통상의 금속재 환봉으로서, 상기 환봉의 외면이 물과 접촉되면 산화되는 점을 감안하여 환봉의 외면에 고무재 또는 우레탄과 같은 물질을 도포하는 것이 바람직하다.The inside of the plurality of roller members 12 are rotatably installed on the band portion 11a of the earth and sand loss preventing member 10 via the shaft member s and are in rolling contact with the outer surface of the piers 1. As a conventional metal round bar, it is preferable to apply a rubber-like material or urethane to the outer surface of the round bar in view of the fact that the outer surface of the round bar is oxidized when contacted with water.

또한, 구체적으로 도시하지는 아니하였지만, 상기 롤러부재(12)와 축부재(s) 사이에는 통상의 베어링을 설치하여 롤러부재(12)가 원활히 회전될 수 있도록 하는 것이 바람직하다.In addition, although not specifically illustrated, it is preferable that a normal bearing is installed between the roller member 12 and the shaft member s so that the roller member 12 can be smoothly rotated.

상기 토사유실방지부재(10)의 밴드부(11a)와 버켓부(11b)의 상면에 설치되는 다수개의 견인부재(13)는, 통상의 아이볼트로서, 앞서 언급한 바와 같이 밴드부(11a)와 버켓부(11b)의 상면에 고정되며, 이후에 설명될 와이어(W)의 말단에 설치된 후크(h)가 견인부재(13)에 착탈가능하게 설치되어, 기중장치부(20)에 의해 토사유실방지부재(10)를 용이하게 들어올리거나 내릴 수 있게 되는 것이다.The plurality of towing members 13 installed on the upper surface of the band portion 11a and the bucket portion 11b of the soil loss prevention member 10 are conventional eye bolts and, as mentioned above, the band portion 11a and the bucket. It is fixed to the upper surface of the portion (11b), the hook (h) provided at the end of the wire (W) to be described later is detachably installed on the traction member 13, preventing the earth and sand loss by the lifting device unit 20 It is to be able to easily lift or lower the member 10.

본 실시 예의 경우 상기 버켓부(11b)의 내부에는 수용부가 마련되는데, 이는 유수에 의해 교각(1)을 지탱하고 있는 자갈과 토사가 이동시 교각(1)의 주변을 따 라 이동되는 유수와 함께 쓸려 내려가는 자갈과 토사를 내부에 수용할 수 있도록 하여 침식으로 인한 지반의 침하를 최소화하고, 자갈과 토사의 유실을 방지할 수 있게 되는 것이다.In the present embodiment, the receiving portion is provided inside the bucket portion 11b, which is swept together with running water moving along the periphery of the pier 1 when gravel and soil supporting the pier 1 by running water move. It is possible to accommodate the descending gravel and soil inside to minimize settlement of the ground due to erosion, and to prevent the loss of gravel and soil.

상기 교각(1)과 상판(2) 사이에는 견인부재(13)의 수와 동일하게 다수개의 기중장치부(20)가 설치되는데, 상기 기중장치부(20)는, 교각(1)의 상단에 설치되어 전원공급에 의해 회전되는 모터(21)와; 모터(21)에 설치되어 회전되는 모터(21)에 의해 강제구동되는 권취드럼(22)으로 구성되며, 이를 도 1과 같이 도시하였다.Between the pier (1) and the upper plate (2) is provided with a plurality of lifting units (20) equal to the number of traction member (13), the lifting unit 20, the upper end of the pier (1) A motor 21 installed and rotated by a power supply; It is composed of a winding drum 22, which is forcibly driven by the motor 21, which is installed and rotated in the motor 21, as shown in FIG.

본 실시 예의 경우 상기 모터(21)는 외측으로 축핀(구체적으로 도시하지 아니함)이 돌출되고, 돌출된 축핀(구체적으로 도시하지 아니함)에 와이어(W)를 권취할 수 있도록 된 권치드럼(22)이 설치되어 모터(21)의 회전시 함께 강제 구동됨으로써 와이어(W)를 권취하거나 또는 풀어주게 된다.In the present embodiment, the motor 21 has a winding drum 22 to which a shaft pin (not specifically shown) protrudes to the outside and wind the wire W on the protruding shaft pin (not specifically shown). This is installed to be forcibly driven together during the rotation of the motor 21 to wind up or unwind the wire (W).

또한, 상기 교각(1)의 상부에는 지지대(구체적으로 도시하지 아니함)를 매개로 교각(1)의 양 단에 설치되어 와이어(W)를 회전가능하게 지지하는 한 쌍의 풀리가 설치된다.In addition, a pair of pulleys are installed at both ends of the piers 1 via a support (not specifically shown) to support the wires W so as to be rotatable at an upper portion of the piers 1.

상기 와이어(W)의 경우 일단은 권취드럼(22)에 고정되고, 타단에는 후크(h)를 매개로 견인부재(13)에 착탈가능하게 설치된다.In the case of the wire W, one end is fixed to the winding drum 22, and the other end is detachably installed to the towing member 13 via a hook h.

상기 기중장치부(20)의 모터(21)에 경우 스위치부(30)에 의해 작동이 ON/OFF제어되며, 스위치부(30)는 작업자의 편의에 따라 교각(1)에 설치되거나 또는 상판(2)에 설치된다.In the case of the motor 21 of the crane unit 20, the operation is controlled ON / OFF by the switch unit 30, the switch unit 30 is installed on the piers (1) or the upper plate ( 2) is installed.

위와 같은, 구성으로 이루어진 본 발명의 작동관계를 설명하면 다음과 같다.Referring to the operation of the present invention made of a configuration as described above are as follows.

우선, 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조의 설치과정을 설명하면, 교각(1)의 둘레면에 토사유실방지부재본체(11)를 구성하는 밴드부(11a)와 버켓부(11b)를 배치한 상태에서 밴드부(11a)의 각 말단 면과 버켓부(11b)의 각 말단 면을 상호 연접하고, 연접된 둘레면을 용접을 통해 상호 고정한다.First, the installation process of the pier safety structure to prevent the ground erosion due to running water according to the present invention, the band portion 11a and the bucket portion constituting the soil loss prevention member body 11 on the circumferential surface of the pier (1) In the state where 11b is arrange | positioned, each end surface of the band part 11a and each end surface of the bucket part 11b are mutually connected, and the joined circumferential surface is mutually fixed by welding.

그리고, 상기 교각(1)의 상단에는 모터(21)와 권취드럼(22)으로 구성된 기중장치부(20)를 설치해주고, 교각(1)의 상단 양측에는 풀리를 각각 배치시켜 준 상태에서 와이어(W)를 이용하여 일단은 권취드럼(22)에 타단은 후크(h)를 매개로 견인부재(13)에 착탈가능하게 설치해주며, 상기 모터(21)의 작동을 ON/OFF 제어하는 스위치부(30)는 작업의 편의에 따라 교각(1)에 설치해주거나 또는 상판(2)에 설치해준다.In addition, the crane unit 20 including the motor 21 and the winding drum 22 is installed at the upper end of the pier 1, and the pulleys are disposed at both upper ends of the pier 1, respectively. Using W) one end of the winding drum 22, the other end is detachably installed to the traction member 13 via the hook (h), the switch unit for controlling the operation of the motor 21 ON / OFF ( 30 is installed on the piers (1) or on the top plate (2) according to the convenience of the work.

위와 같이, 설치한 상태에서 스위치부(30)를 눌러주게 되면, 전원이 인가되어 기중장치부(20)의 모터(21)로 전원이 공급되고, 공급된 전원에 의해 모터(21)가 구동됨과 동시에 모터(21)의 축핀에 연결된 권취드럼(22)이 함께 회전되면서 권취되어 있던 와이어(W)가 서서히 풀리게 되며, 따라서, 토사유실방지부재(10)를 서서히 하강시켜 교각(1)의 하부를 지지하고 있는 자갈과 토사의 상면으로 얹혀지도록 배치시켜 주면 된다.As described above, when the switch unit 30 is pressed in the installed state, power is applied to supply the power to the motor 21 of the crane unit 20, and the motor 21 is driven by the supplied power. At the same time, as the winding drum 22 connected to the shaft pin of the motor 21 is rotated together, the wound wire W is gradually released, and thus, the earth and sand loss preventing member 10 is gradually lowered to lower the pier 1. Place it on the top of the supporting gravel and soil.

한편, 교각(1)의 둘레면에 설치된 토사유실방지부재(10)의 주변으로 유수가 흐르게 되는데, 이때 교각(1)의 하부를 감싸고 있는 자갈과 토사가 유수에 의해 점 진적으로 침식되면서 유사와 함께 쓸려 내려가게 된다.On the other hand, the flow of water flows around the sediment loss prevention member 10 installed on the circumferential surface of the pier (1), the gravel and soil surrounding the lower portion of the pier (1) gradually eroded by the flow of water Swept down together.

이때, 유수로 인해 쓸려 내려가는 자갈과 토사는 버켓부(11b)의 수용부로 유입되고, 비교적 큰 자갈은 버켓부(11b)의 유수배출공(11b-1)에 걸려 수용부의 내부에 퇴적되게 되며, 퇴적되는 자갈로 인하여 유수만 유수배출공(11b-1)을 통해 배출되고, 토사는 자갈로 인해 퇴로가 막혀 더 이상 배출되지 않고 내부에 쌓이게 된다.At this time, the gravel and earth and sand are washed down due to running water flows into the receiving portion of the bucket portion (11b), the relatively large gravel is seized in the inside of the receiving portion caught by the drainage hole (11b-1) of the bucket portion (11b), Due to the gravel being deposited, only the discharged water is discharged through the discharged water discharge hole 11b-1, and the earth and sand are piled up inside without being discharged anymore due to clogging.

따라서, 수용부에 자갈과 토사가 어느 정도 유입되어 쌓이게 되면, 더 이상 자갈과 토사가 유입되지 못하게 되면서, 유수의 흐름 방향에 반대 방향으로 자갈과 토사가 점진적으로 퇴적되고, 점진적으로 퇴적되는 자갈과 토사로 인하여 유수에 의해 유실된 부분이 서서히 매꿔져 침식으로 인한 교각(1)의 기울어짐, 더 나아가서는 교각(1)의 붕괴를 방지할 수 있게 되는 것이며, 이러한 일련의 과정을 도 3 내지 도 4와 같이 도시하였다.Therefore, when some amount of gravel and soil is accumulated and accumulated in the receiving part, the gravel and soil are no longer introduced, and the gravel and soil are gradually deposited in the opposite direction to the flow of the flowing water, The part lost by the runoff due to the soil is gradually filled to prevent the inclination of the pier (1) due to erosion, and further to prevent the collapse of the pier (1). 4 is shown.

이와 같이, 상기 교각(1)의 둘레면에 토사유실방지부재(10)를 설치하여 줌으로서, 유수에 의해 교각(1)을 지탱하고 있는 모래 및 자갈 등의 토사(2) 유출시 교각(1)의 주변을 따라 이동되는 유수와 함께 쓸려 내려가는 토사(2)를 내부에 수용할 수 있도록 하여 침식으로 인한 지반의 침하를 최소화하고, 토사(2)의 유실을 방지할 수 있게 되는 것이다.In this way, by installing the earth and sand loss prevention member 10 on the circumferential surface of the pier (1), the pier (1) when the soil (2) such as sand and gravel holding the pier (1) by the running water outflows By allowing the sediment (2) to be swept down with the flowing water moving along the periphery, it is possible to minimize the settlement of the ground due to erosion, and to prevent the loss of the soil (2).

또한, 상기와 같이 교각(1)의 상부에 기중장치부(20)와 풀리 및 스위치부(30), 와이어(W)를 설치하여 줌으로서, 토사유실방지부재(10)를 안전하게 승하강 시켜 줄 수 있어 작업의 편의성을 향상된다.In addition, by installing the lifting unit 20, the pulley and the switch unit 30, the wire (W) in the upper portion of the pier (1) as described above, the earth and sand loss prevention member 10 will be raised and lowered safely It can improve the convenience of work.

본 발명은 기재된 구체적인 실시 예에 대해서만 상세히 설명되었지만 본 발명의 기술사상범위 내에서 다양하게 변형 및 수정할 수 있음은 당업자에 있어서 당연한 것이며, 이러한 변형 및 수정이 첨부된 특허청구범위에 속함은 당연한 것이다.Although the present invention has been described in detail only with respect to the specific embodiments described, it will be apparent to those skilled in the art that various modifications and changes can be made within the technical scope of the present invention, and such modifications and modifications belong to the appended claims.

도 1은 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조의 개략도.1 is a schematic diagram of a pier safety structure for preventing ground erosion due to running water according to the present invention.

도 2는 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조에서 토사유실방지부재를 따로 발췌하여 보인 사시도.Figure 2 is a perspective view of the sediment loss prevention member in the pier safety structure to prevent ground erosion due to running water according to the present invention.

도 3은 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조의 정단면도.Figure 3 is a front sectional view of the pier safety structure to prevent ground erosion due to running water according to the present invention.

도 4는 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조의 설치상태를 보인 평면도.Figure 4 is a plan view showing an installation state of the pier safety structure to prevent ground erosion due to running water according to the present invention.

도 5는 본 발명에 따른 유수에 의한 지반침식을 방지하는 교각안전구조의 작동관계도.5 is an operation relationship diagram of a pier safety structure for preventing ground erosion due to running water according to the present invention.

*도면의 주요부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

1: 교각 2: 상판 10: 토사유실방지부재DESCRIPTION OF SYMBOLS 1: Pier 2: Top plate 10: Soil loss prevention member

11a: 밴드부 11b: 버켓부 12: 롤러부재11a: band portion 11b: bucket portion 12: roller member

13: 견인부재 20: 기중장치부 30: 스위치부13: towing member 20: lifter portion 30: switch portion

W: 와이어W: wire

Claims (1)

교각(1)의 둘레면을 이동가능하게 감싸는 타원형의 밴드부(11a)와, 둘레면에 유수배출공(11b-1)을 갖추고서, 밴드부(11a)의 일측 외면에 설치되어, 유수에 의해 이동되는 자갈과 토사를 내부에 수용하는 버켓부(11b)를 갖춘 토사유실방지부재본체(11)와, 버켓부(11b)의 맞은편에 위치되는 밴드부(11a)의 타측에 회전가능하게 설치되어, 교각(1)과 버켓부(11b) 간의 마찰을 억제하는 롤러부재(12)와, 토사유실방지부재본체(11)에 착탈가능하게 설치되는 견인부재(13)를 갖춘 토사유실방지부재(10)와;The elliptical band part 11a which surrounds the circumferential surface of the pier 1 is movable, and the flow-through discharge hole 11b-1 is provided in the circumferential surface, and it is installed in one outer surface of the band part 11a, and moves by flowing water It is installed rotatably on the other side of the earth and sand loss prevention member main body 11 having a bucket portion 11b for accommodating gravel and soil to be inside, and the band portion 11a located opposite the bucket portion 11b. The earth and sand loss prevention member 10 which has the roller member 12 which suppresses the friction between the piers 1 and the bucket part 11b, and the towing member 13 which is detachably attached to the earth and sand loss prevention member main body 11; Wow; 견인부재(13)에 착탈가능하게 설치되는 후크(h)를 갖추고서, 교각(1)의 상부에 설치되어, 와이어(W)를 매개로 토사유실방지부재(10)를 승·하강되도록 하는 기중장치부(20)와;A lifter having a hook (h) detachably attached to the towing member (13), which is installed on the upper part of the pier (1), and lifts and lowers the earth and sand loss prevention member (10) via a wire (W). An apparatus unit 20; 기중장치부(20)의 작동을 ON/OFF 제어하는 스위치부(30)를 포함하는 것을 특징으로 하는 유수에 의한 지반침식을 방지하는 교각안전구조.Pier safety structure for preventing ground erosion due to running water, characterized in that it comprises a switch unit 30 for controlling the operation of the crane unit (20) ON / OFF.
KR1020090125658A 2009-12-16 2009-12-16 The pier safety structure of ground subsidence by flowing water KR100970230B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755394A (en) * 2018-07-11 2018-11-06 广州大学 A kind of method of presstressed reinforcing steel reinforcement bridge abnormity pier stud

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040035039A (en) * 2002-10-18 2004-04-29 현대자동차주식회사 A milepost system using dedicated short range communication and method thereof
KR100572575B1 (en) 2005-10-17 2006-04-24 (주)미래기술단 Scour prevention structure of a pier
KR200435039Y1 (en) 2006-09-30 2007-01-03 이옥신 Repairing and reinforcing structure for a underwater construction using the transparency panel
KR100743478B1 (en) 2006-12-08 2007-07-30 동남이엔씨(주) Structure for preventing scouring of river
KR20080046619A (en) * 2008-05-07 2008-05-27 공혜선 Structure for preventing scouring of river

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040035039A (en) * 2002-10-18 2004-04-29 현대자동차주식회사 A milepost system using dedicated short range communication and method thereof
KR100572575B1 (en) 2005-10-17 2006-04-24 (주)미래기술단 Scour prevention structure of a pier
KR200435039Y1 (en) 2006-09-30 2007-01-03 이옥신 Repairing and reinforcing structure for a underwater construction using the transparency panel
KR100743478B1 (en) 2006-12-08 2007-07-30 동남이엔씨(주) Structure for preventing scouring of river
KR20080046619A (en) * 2008-05-07 2008-05-27 공혜선 Structure for preventing scouring of river

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755394A (en) * 2018-07-11 2018-11-06 广州大学 A kind of method of presstressed reinforcing steel reinforcement bridge abnormity pier stud
CN108755394B (en) * 2018-07-11 2020-07-31 广州大学 Method for reinforcing special-shaped pier column of bridge by using prestressed tendons

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