KR100686955B1 - Verticality measurement construction of breast wall for road - Google Patents

Verticality measurement construction of breast wall for road Download PDF

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Publication number
KR100686955B1
KR100686955B1 KR1020060113164A KR20060113164A KR100686955B1 KR 100686955 B1 KR100686955 B1 KR 100686955B1 KR 1020060113164 A KR1020060113164 A KR 1020060113164A KR 20060113164 A KR20060113164 A KR 20060113164A KR 100686955 B1 KR100686955 B1 KR 100686955B1
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South Korea
Prior art keywords
retaining wall
concrete retaining
concrete
nut
groove
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KR1020060113164A
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Korean (ko)
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정만섭
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한국씨엠이엔지(주)
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    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
    • G01B5/30—Measuring arrangements characterised by the use of mechanical techniques for measuring the deformation in a solid, e.g. mechanical strain gauge
    • 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
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
    • G01B5/24—Measuring arrangements characterised by the use of mechanical techniques for measuring angles or tapers; for testing the alignment of axes

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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

A verticality measurement construction of a retaining wall is provided to effectively maintain a road facility by performing a reinforcement work for a concrete retaining wall. In a verticality measurement construction of a retaining wall for a road, one side of a lengthwise direction of a buried nut is buried in a vertical wall side circular groove of a concrete retaining wall(12) and the other side of the lengthwise direction is protruded by forming a screw on an internal peripheral surface. A rectangular groove is formed on a base concrete. A receiving rod(30) is received at a rectangular groove of the base concrete(20) and a semi-groove rounding unit is formed on a center of a body of the receiving rod. A hinge hole horizontally penetrates a side rod. A finishing rod(60) is installed to read an angle indicating a scale of the side rod. A bolt rod(45) is fixed through a nut(47). And, a rectangular rubber material(50) is made of a rubber material and a semi-circle groove is formed to encompass the buried nut.

Description

도로의 콘크리트 옹벽 진단 구조물{VERTICALITY MEASUREMENT CONSTRUCTION OF BREAST WALL FOR ROAD}VERTICALITY MEASUREMENT CONSTRUCTION OF BREAST WALL FOR ROAD}

도 1은 일반 도로의 콘크리트 옹벽의 설치 상태도,1 is an installation state diagram of a concrete retaining wall of a general road,

도 2는 본 발명 콘크리트 옹벽의 진단 구조물이 설치된 사시도,Figure 2 is a perspective view of the diagnostic structure of the present invention concrete retaining wall is installed,

도 3은 본 발명 콘크리트 옹벽의 진단 구조물의 분해 사시도,3 is an exploded perspective view of a diagnostic structure of the present invention concrete retaining wall;

도 4는 본 발명 콘크리트 옹벽의 진단 구조물이 설치된 정면도,4 is a front view in which the diagnostic structure of the present invention concrete retaining wall is installed;

도 5는 본 발명 콘크리트 옹벽의 진단 구조물의 측면 단면도.5 is a side cross-sectional view of the diagnostic structure of the present invention concrete retaining wall.

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

10; 비탈면 12; 콘크리트 옹벽10; Slope 12; Concrete retaining wall

14; 배수홀 20; 기초 콘크리트14; Drainage hole 20; basic concrete

21; 사각홈 30; 안착대21; Square groove 30; Seating table

31; 반원홈 라운딩부 32; 각도지시 눈금31; Semicircular groove rounding part 32; Angle indication scale

33; 돌출판부 34; 힌지홀33; Protrusion plate 34; Hinge hole

37; 힌지핀 40; 측면대37; Hinge pin 40; Side stand

41; 체결홀 45; 볼트봉41; Fastening hole 45; Bolt rod

47; 너트 50; 사각 고무재47; Nut 50; Square rubber

51; 반원홈 60; 마감대51; Semicircular groove 60; Finish

61; 수직 사각홀 62; 수평 사각홀61; Vertical square hole 62; Horizontal square hole

80; 옹벽 진단 구조물80; Retaining wall diagnostic structure

본 발명은 도로의 콘크리트 옹벽에 관한 것으로, 특히 콘크리트 옹벽의 수직벽의 전도를 측정할 수 있도록 설치되는 도로의 콘크리트 옹벽 진단 구조물에 관한 것이다.The present invention relates to a concrete retaining wall of a road, and more particularly to a concrete retaining wall diagnostic structure of the road that is installed to measure the conduction of the vertical wall of the concrete retaining wall.

우리나라는 산악 지형이 많은 관계로 도로를 시공시 산 비탈면을 절개한 연후에 도로를 시공하는 경우가 많고, 이에 비탈면과 차도 사이에 콘크리트 옹벽이 시공되어 비탈면의 토사가 차도로 흘러내리는 것을 방지하고 있다.Due to the high mountainous terrain in Korea, roads are often constructed after cutting a mountain slope, and concrete retaining walls are constructed between the slope and the roadway, preventing soil from flowing down the roadway. .

즉, 산 비탈면 절개 후 차도가 시공되는 경우가 많아 필요에 따라 현장 타설 또는 기 시공된 판넬을 이용한 콘크리트 옹벽이 시공된다.That is, the roadway is often constructed after cutting the mountain slope, so that the concrete retaining wall using the site-installed or pre-installed panels is constructed as necessary.

도 1은 일반 도로의 콘크리트 옹벽의 설치 상태도로, 비탈면(10)에 인접되어 콘크리트 옹벽(12)이 시공되고 콘크리트 옹벽(12)에는 수직벽에 다수개의 배수홀(14)이 가로 및 세로 방향으로 정렬되어 형성된다.FIG. 1 is a view illustrating a concrete retaining wall installed in a general road, in which a concrete retaining wall 12 is constructed adjacent to a slope 10 and a plurality of drainage holes 14 are disposed in a vertical wall in a horizontal and vertical direction. Are aligned and formed.

그러나, 콘크리트 옹벽(12)은 자중에 의해 입설되어 거의 유동이 발생되지 않지만 연약한 산악지형인 경우 콘크리트 옹벽(12)이 침하되는 문제가 발생되고, 이에 콘크리트 옹벽(12)은 침하가 부분적으로 일어나 균열이 발생되는 경우가 있다.However, when the concrete retaining wall 12 is buried by its own weight, almost no flow is generated, but in the case of a weak mountainous terrain, the concrete retaining wall 12 is settled, which causes the concrete retaining wall 12 to partially settle and cause cracking. It may occur.

본 발명은 상술한 내용을 감안하여 안출된 것으로, 본 발명은, The present invention has been made in view of the above-described contents, and the present invention provides

도로의 콘크리트 옹벽 진단 구조물을 제공하는 것을 그 목적으로 한다.Its purpose is to provide a concrete retaining wall diagnostic structure for a road.

이하, 첨부된 도면을 참조하여 본 발명의 구성을 설명한다.Hereinafter, the configuration of the present invention with reference to the accompanying drawings.

도 2는 본 발명 콘크리트 옹벽의 진단 구조물이 설치된 사시도, 도 3은 본 발명 콘크리트 옹벽의 진단 구조물의 분해 사시도, 도 4는 본 발명 콘크리트 옹벽의 진단 구조물이 설치된 정면도, 도 5는 본 발명 콘크리트 옹벽의 진단 구조물의 측면 단면도이다.2 is a perspective view of the diagnostic structure of the present invention concrete retaining wall, Figure 3 is an exploded perspective view of the diagnostic structure of the present invention concrete retaining wall, Figure 4 is a front view of the diagnostic structure of the present invention concrete retaining wall, Figure 5 is a concrete retaining wall of the present invention Side cross-sectional view of a diagnostic structure.

참고로 본 고안을 설명함에 있어 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 고안의 요지를 불필요하게 흐릴 수 있다고 판단될 경우에는 그 상세한 설명을 생략하였다.For reference, in describing the present invention, when it is determined that a detailed description of related known functions or configurations may unnecessarily obscure the subject matter of the present invention, the detailed description thereof is omitted.

또한, 후술되는 용어들은 본 고안에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운영자의 의도 또는 관례 등에 따라 달라질 수 있다.In addition, terms to be described later are terms defined in consideration of functions in the present invention, which may vary according to the intention or custom of a user or an operator.

그러므로, 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것임은 물론이다.Therefore, the definition should be made based on the contents throughout the specification.

본 발명의 옹벽 진단 구조물(80)은 콘크리트 옹벽(12)의 길이방향 양측에 각각 설치되어 수직벽의 변형, 즉 기울기를 측정할 수 있어 콘크리트 옹벽(12)의 붕괴를 미연에 방지할 수 있도록 사전 조치를 취할 수 있게 된다.Retaining wall diagnostic structure 80 of the present invention is installed on both sides in the longitudinal direction of the concrete retaining wall 12 can measure the deformation, that is, the slope of the vertical wall to prevent the collapse of the concrete retaining wall 12 in advance You can take action.

옹벽 진단 구조물(80)은, 'ㅗ'자형 형태로 시공되는 콘크리트 옹벽(12)의 수 평판과 수직벽에 밀착되도록 설치된다.The retaining wall diagnostic structure 80 is installed to be in close contact with the vertical plate and the male plate of the concrete retaining wall 12 constructed in a 'ㅗ' shape.

즉, 콘크리트 옹벽(12)은 수평판에 밀착되어 기초 콘크리트(20)가 시공되고, 기초 콘크리트(20)에는 상면에 직사각형 형태로 사각홈(21)이 형성된다.That is, the concrete retaining wall 12 is in close contact with the horizontal plate, the foundation concrete 20 is constructed, the base concrete 20 is formed in the rectangular groove 21 in the rectangular shape on the upper surface.

콘크리트 옹벽(12)에는 수직벽 측면에 2개의 원형홈(16)이 형성되어 2개의 매설 너트(18)가 길이방향 일측이 매설된다.The concrete retaining wall 12 is formed with two circular grooves 16 on the side of the vertical wall so that the two embedding nuts 18 are embedded in one longitudinal direction.

또한, 기초 콘크리트(20)의 사각홈(21)에는 안착대(30)가 안착되고, 안착대(30)는 직사각형 몸체의 중앙에 반원홈 라운딩부(31)가 형성된다.In addition, the seating platform 30 is seated in the square groove 21 of the foundation concrete 20, the seating table 30 is formed in the center of the rectangular body, the semi-circular groove rounding portion 31 is formed.

즉, 안착대(30)는 반원홈 라운딩부(31)가 형성된 폭 방향 일측에 돌출판부(33)가 상부로 돌출되고, 돌출판부(33)에 힌지홀(34)이 형성된다.That is, the mounting table 30 has a protrusion plate portion 33 protrudes upward on one side in the width direction in which the semicircular groove rounding portion 31 is formed, and a hinge hole 34 is formed in the protrusion plate portion 33.

안착대(30)에는 반원홈 라운딩부(31)에 측면대(40)의 하면이 밀착됨과 아울러 측면대(30)의 하부에 형성된 다른 힌지홀(44)을 통해 힌지핀(37)이 결합되어 측면대(40)가 반원홈 라운딩부(31)에 의해 좌,우측으로 회전이 가능하도록 설치된다.The bottom 30 of the side stand 40 is in close contact with the seating round 30 and the hinge pins 37 are coupled to each other through another hinge hole 44 formed at the bottom of the side stand 30. The side stand 40 is installed to be rotated left and right by the semicircular groove rounding part 31.

즉, 측면대(30)는 직사각 각재 형태로 제작되되, 하면이 라운딩되도록 형성되고, 길이방향에 볼트봉(45)이 관통되는 2개의 체결홀(41)과 길이방향 하부에 1개의 힌지홀(44)이 관통된다.That is, the side stand 30 is manufactured in the shape of a rectangular square material, the lower surface is formed to be rounded, two fastening holes 41 through which the bolt rod 45 penetrates in the longitudinal direction and one hinge hole in the lower longitudinal direction ( 44 is penetrated.

콘크리트 옹벽(12)에는 매설 너트(18)에 측면대(40)가 볼트봉(45)에 의해 체결되어 수직벽의 전도에 따라 측면대(40)가 함께 이동되되, 볼트봉(45)은 원형봉 형태로 외주면에 나사산이 생성되어 매설 너트(18)의 내측에 볼트봉(45)이 체결되어 너트(47)로 고정된다.In the concrete retaining wall 12, the side bar 40 is fastened to the buried nut 18 by the bolt bar 45 so that the side bar 40 moves together with the conduction of the vertical wall, and the bolt bar 45 has a circular shape. A thread is formed on the outer circumferential surface in the form of a rod so that the bolt rod 45 is fastened to the inside of the embedding nut 18 and fixed with the nut 47.

한편, 콘크리트 옹벽(12)에는 매설 너트(18)가 일측만 매설되고 매설 너 트(18)의 돌출 부위에는 2개의 사각 고무재(50)가 밀착되되, 사각 고무재(50)는 2개 1조로 고무를 이용하여 제작되고 매설 너트(18)를 감싸도록 길이방향에 2개의 반원홈(51)이 형성된다.Meanwhile, only one side of the buried nut 18 is embedded in the concrete retaining wall 12, and two rectangular rubber materials 50 are closely attached to the protruding portion of the buried nut 18, but the rectangular rubber materials 50 are two in one. Two semi-circular grooves 51 are formed in the longitudinal direction so as to be made of rubber and to surround the buried nut 18.

마감대(60)는 직사각형 형태로 수직 사각홀(61)이 수직하게 관통되고 측면에 수직 사각홀(61)과 관통되도록 별도의 수평 사각홀(62)이 형성된다.The finishing table 60 has a rectangular horizontal hole 62 is formed in a rectangular shape so that the vertical square hole 61 penetrates vertically and penetrates the vertical square hole 61 on the side surface.

즉, 마감대(60)에는 수직 사각홀(61)을 통해 측면대(40)가 돌출되어 콘크리트 옹벽(12)의 수직벽 측면에 볼트봉(45)으로 체결되되, 콘크리트 옹벽(12)의 수직벽의 전도에 따라 측면대(40)도 함께 전도되게 된다.That is, the side stand 40 is protruded through the vertical square hole 61 in the finishing table 60 and fastened to the side wall of the vertical wall of the concrete retaining wall 12 by a bolt rod 45, and the number of concrete retaining walls 12 is increased. According to the conduction of the straight wall side plate 40 is also conducted together.

또한, 마감대(60)에는 수평 사각홀(62)을 통해 안착대(30)의 각도지시 눈금(32)을 읽어 전도된 콘크리트 옹벽(12)의 기울기 정도를 측정할 수 있게 된다.In addition, it is possible to measure the inclination degree of the concrete retaining wall 12 by reading the angle indicating scale 32 of the seating table 30 through the horizontal square hole 62 in the finishing table 60.

상술한 구성에 따라 옹벽 진단 구조물(80)의 시공 순서를 다음과 같다.According to the above-described configuration, the construction sequence of the retaining wall diagnostic structure 80 is as follows.

먼저, 콘크리트 옹벽(12)의 수평판 측면에 기초 콘크리트(20)를 설치한다.First, the foundation concrete 20 is installed on the horizontal plate side of the concrete retaining wall 12.

즉, 콘크리트 옹벽(12)이 시공된 측면에 토사 터파기 작업을 실시한 후 기성 제작된 기초 콘크리트(20)를 수평하게 설치한다.That is, the soil retaining wall 12 is installed on the side of the soil excavation work and then the ready-made base concrete 20 is installed horizontally.

이때 콘크리트 옹벽(12)에는 원형홈(16)에 매설 너트(18)의 길이방향 일측이 매설되도록 고정한다.At this time, the concrete retaining wall 12 is fixed to the one side in the longitudinal direction of the buried nut 18 in the circular groove (16).

즉, 차도에 미리 시공된 콘크리트 옹벽(12)인 경우에는 수직벽의 측면에 천공 장비를 이용하여 원형홈(16)을 천공한 뒤 매설 너트(18)의 길이방향 일측이 매설되도록 모르타르를 이용하여 고정하게 됨과 아울러, 매설 너트(18)의 길이방향 타측이 돌출되도록 설치된다.That is, in the case of the concrete retaining wall (12) pre-installed in the driveway using a mortar so that the longitudinal side of the buried nut (18) is embedded after drilling the circular groove 16 by using a drilling equipment on the side of the vertical wall In addition to being fixed, the other side in the longitudinal direction of the buried nut 18 is installed to protrude.

다음으로, 기초 콘크리트(20)에는 상면 사각홈(21)에 안착대(30)를 설치한다.Next, the mounting concrete 30 is installed in the upper surface square groove 21 in the foundation concrete 20.

이때 안착대(30)는 수평계를 이용하여 수평하게 안착시킨다.At this time, the seat 30 is mounted horizontally using a horizontal system.

다음으로, 안착대(30)에는 힌지핀(37)에 의해 측면대(40)를 결합한다.Next, the side stand 40 is coupled to the seating table 30 by a hinge pin 37.

즉, 안착대(30)에는 돌출판부(33)에 형성된 힌지홀(34)과 측면대(40)에 형성된 힌지홀(44)을 일치한 후 힌지핀(37)으로 결합하게 된다.That is, in the seating 30, the hinge hole 34 formed in the protruding plate portion 33 and the hinge hole 44 formed in the side stand 40 are matched with the hinge pin 37.

다음으로, 마감대(60)를 측면대(40)의 상부에서 하부로 삽입설치한다.Next, insert the finishing stand 60 from the top of the side stand 40 to the bottom.

즉, 마감대(60)는 안착대(30)의 유동이 방지될 수 있도록 상부로 돌출된 안착대(30)의 측면 4곳에 밀착되도록 설치된다.That is, the finishing table 60 is installed to be in close contact with the four sides of the mounting table 30 protruding upward so that the flow of the mounting table 30 can be prevented.

다음으로, 매설 너트(18)의 돌출부위에 2개 1조로 형성되는 사각 고무재(50)를 접착제를 도포하여 접착함과 아울러 측면대(40)의 체결홀(41)에 볼트봉(45)을 매설 너트(18)와 체결한다.Next, by applying an adhesive to the square rubber material 50 formed in two sets on the protrusion of the buried nut 18, and attaching the bolt rod 45 to the fastening hole 41 of the side stand 40 Tighten with buried nut 18.

따라서, 콘크리트 옹벽(12)은 비탈면(10)에서 발생되는 토압과 지하수압에 의해 수직벽의 전도가 발생되게 되면, 힌지핀(37)을 매개로 측면대(40)가 함께 유동하게 되므로 측면대(30)의 각도 지시 눈금(32)을 눈으로 읽어 기울기 정도를 측정할 수 있게 되는 것이다.Therefore, when the concrete retaining wall 12 is caused to fall of the vertical wall by the earth pressure and the groundwater pressure generated on the slope 10, the side table 40 flows together through the hinge pin 37 so that the side stand ( The angle indication scale 32 of 30) can be read by eye to measure the degree of inclination.

이에 콘크리트 옹벽(12)의 기울기가 커지는 경우 보수 작업을 통해 콘크리트 옹벽(12)을 보강할 수 있게 된다.Therefore, when the slope of the concrete retaining wall 12 is increased, it is possible to reinforce the concrete retaining wall 12 through a repair operation.

상술한 도로의 콘크리트 옹벽 진단 구조물에 대한 효과를 하기에 설명한다.The effect on the concrete retaining wall diagnostic structure of the road described above will be described below.

즉, 본 발명의 도로의 콘크리트 옹벽 진단 구조물은, 비탈면에서 발생되는 토압 또는 지하수압에 의해 콘크리트 옹벽이 전도되는 경우 측면대가 함께 전도됨은 물론 측면대의 전도되는 정도를 각도 지시 눈금을 통해 손쉽게 육안으로 식별할 수 있게 되므로, 콘크리트 옹벽에 대한 보강 작업을 실시할 수 있게 되어 도로 시설물의 유지관리의 효율을 향상시킬 수 있는 효과를 얻을 수 있다.That is, the concrete retaining wall diagnostic structure of the road according to the present invention, when the concrete retaining wall is conducted by the earth pressure or groundwater pressure generated on the slope, the side bars are also conducted together and the degree of conduction of the side bars can be easily visually identified through the angle indicating scale. Since it is possible to perform the reinforcement work on the concrete retaining wall, it is possible to obtain an effect of improving the efficiency of the maintenance of the road facilities.

Claims (1)

도로의 콘크리트 옹벽에 있어서, In the concrete retaining wall of the road, 콘크리트 옹벽(12)의 수직벽 측면 원형홈(16)에 모르타르로 길이방향 일측이 매설되고 내주면에 나사산이 형성되어 길이방향 타측이 돌출된 매설 너트(18); A buried nut 18 in which one longitudinal side is buried in mortar with a vertical wall side circular groove 16 of the concrete retaining wall 12, and a thread is formed on an inner circumferential surface thereof so as to protrude in the other longitudinal direction; 콘크리트 옹벽(12)의 수평판에 밀착되어 지지 구조물로 사용되되, 상면에 사각홈(21)이 형성된 기초 콘크리트(20); It is in close contact with the horizontal plate of the concrete retaining wall 12 is used as a support structure, the base concrete 20 is formed with a square groove 21 on the upper surface; 기초 콘크리트(20)의 사각홈(21)에 안착되되, 몸체의 중앙에 반원홈 라운딩부(31)가 형성되고 몸체의 측면에 각도 지시 눈금(32)이 도시되며, 반원홈 라운딩부(31)의 일측면에 돌출판부(33)가 상부로 돌출되어 형성된 안착대(30); It is seated in the square groove 21 of the foundation concrete 20, the semi-circular groove rounding portion 31 is formed in the center of the body and the angle indicating scale 32 is shown on the side of the body, semi-circular groove rounding portion 31 Mounting stand 30 is formed on one side of the protruding plate portion 33 protrudes upward; 안착대(30)의 반원홈 라운딩부(31)에 하면이 밀착되고 힌지핀(37)에 의해 반원홈 라운딩부(31)에서 힌지작동되되, 길이방향 상부와 중간부에 인접하여 체결홀(41)과 하부에 인접하여 힌지홀(44)이 각각 수평하게 관통되는 측면대(40); The lower surface is in close contact with the semicircular groove rounding part 31 of the seating table 30 and is hinged at the semicircular groove rounding part 31 by the hinge pin 37, and the fastening hole 41 is adjacent to the upper part and the middle part in the longitudinal direction. Side bars 40 horizontally penetrating the hinge hole 44 adjacent to the bottom and bottom); 안착대(30)의 돌출된 면에 밀착되어 기초 콘크리트(20)의 상면에 안착되되, 상면에서 하면으로 수직하게 관통되는 수직 사각홀(61)이 형성되고 일측면에 수직 사각홀(61)과 연접되도록 수평하게 관통된 수평 사각홀(62)을 통해 측면대(30)의 각도지시 눈금(32)을 읽을 수 있도록 설치되는 마감대(60); It is in close contact with the protruding surface of the seating table 30 is seated on the upper surface of the foundation concrete 20, a vertical square hole 61 is vertically penetrated from the upper surface to the lower surface is formed and the vertical square hole 61 on one side and A finishing table 60 installed to read an angle indicating scale 32 of the side table 30 through a horizontal square hole 62 horizontally penetrated to be connected; 측면대(40)의 체결홀(41)을 통해 매설 너트(18)에 체결되어 콘크리트 옹벽(12)의 수직벽의 전도에 따라 측면대(40)를 함께 전도시키며, 너트(47)로 고정되는 볼트봉(45); It is fastened to the buried nut 18 through the fastening hole 41 of the side stand 40 to conduct the side stand 40 together according to the conduction of the vertical wall of the concrete retaining wall 12, and is fixed with the nut 47 Bolt rod 45; 돌출된 매설 너트(18)와 접착제로 접착되도록 2개 1조로 형성되되, 길이방향 일측면에 매설 너트(18)를 감싸도록 반원홈(51)이 형성되고 고무재로 제작된 사각 고무재(50);로 구성되어 콘크리트 옹벽(12)의 전도에 따라 함께 전도되는 측면대(40)와 밀착된 안착대(30)의 각도지시 눈금(32)을 읽어 콘크리트 옹벽(12)을 진단할 수 있도록 설치되는 도로의 콘크리트 옹벽 진단 구조물.Square rubber material (50) formed of a semicircular groove (51) formed of a rubber material to be formed in a pair of two protruding embedding nut (18) to be bonded with an adhesive, to surround the embedding nut (18) on one side in the longitudinal direction It is configured to read the angle indicating scale 32 of the side stand 40 and the seating table 30 in close contact with the conduction of the concrete retaining wall (12) is configured to be installed to diagnose the concrete retaining wall (12) Concrete retaining wall diagnostic structure of road.
KR1020060113164A 2006-11-16 2006-11-16 Verticality measurement construction of breast wall for road KR100686955B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116295142A (en) * 2023-05-23 2023-06-23 湖北工业大学 Wall body roughness detection device for civil engineering

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59208401A (en) 1983-05-13 1984-11-26 Agency Of Ind Science & Technol Right-angle degree measuring device utilizing spherical bodies
JP2003315215A (en) 2002-04-18 2003-11-06 Shimizu Corp Sensor for detecting damage of structure
KR20040071670A (en) * 2004-07-21 2004-08-12 (주)씨에스티개발 Moving freely displacement measure apparatus for safety diagnosis of construction
KR100483839B1 (en) 2004-10-26 2005-04-20 (주)기하동문기술사건축사사무소 Verticality measurement system of vertical construction for appartment
KR20050090796A (en) * 2004-03-10 2005-09-14 사단법인 대한산업안전협회 Safety measure device for upset measurement of vertical construction
JP2006161359A (en) 2004-12-06 2006-06-22 Expressway Technology Center Tiltable guard fence

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59208401A (en) 1983-05-13 1984-11-26 Agency Of Ind Science & Technol Right-angle degree measuring device utilizing spherical bodies
JP2003315215A (en) 2002-04-18 2003-11-06 Shimizu Corp Sensor for detecting damage of structure
KR20050090796A (en) * 2004-03-10 2005-09-14 사단법인 대한산업안전협회 Safety measure device for upset measurement of vertical construction
KR20040071670A (en) * 2004-07-21 2004-08-12 (주)씨에스티개발 Moving freely displacement measure apparatus for safety diagnosis of construction
KR100483839B1 (en) 2004-10-26 2005-04-20 (주)기하동문기술사건축사사무소 Verticality measurement system of vertical construction for appartment
JP2006161359A (en) 2004-12-06 2006-06-22 Expressway Technology Center Tiltable guard fence

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116295142A (en) * 2023-05-23 2023-06-23 湖北工业大学 Wall body roughness detection device for civil engineering
CN116295142B (en) * 2023-05-23 2023-07-21 湖北工业大学 Wall body roughness detection device for civil engineering

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