KR100812126B1 - Measurement apparatus of a structure over turn - Google Patents

Measurement apparatus of a structure over turn Download PDF

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Publication number
KR100812126B1
KR100812126B1 KR1020070103397A KR20070103397A KR100812126B1 KR 100812126 B1 KR100812126 B1 KR 100812126B1 KR 1020070103397 A KR1020070103397 A KR 1020070103397A KR 20070103397 A KR20070103397 A KR 20070103397A KR 100812126 B1 KR100812126 B1 KR 100812126B1
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South Korea
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measuring plate
theodolite
retaining wall
seated
sides
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KR1020070103397A
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Korean (ko)
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조희평
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(주) 일신하이텍
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    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C1/00—Measuring angles
    • G01C1/02—Theodolites
    • G01C1/04—Theodolites combined with cameras
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
    • G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Abstract

Equipment of measuring the inclination of a structure is provided to accurately measure the inclination of the structure by installing a theodolite and transmitting and receiving sensors on a measurement plate. Equipment of measuring the inclination of a structure includes large and small measurement plates(60,60'), supporting rods, a theodolite(20), transmitting and receiving sensors, a wire(W), a battery(B), and a warning lamp(90). The large measurement plates are installed on both sides of the structure and have three receiving holes, three squared grooves, and a coupling hole. The small measurement plates are installed between the large measurement plates. The supporting rods are coupled through the coupling hole to the large measurement plates with a spring. The theodolite is positioned on a cross mark on the upper surface of the large measurement plate, and legs thereof are inserted and fixed in the receiving holes. The transmitting and receiving sensors are positioned on the squared grooves, are connected with the battery through the wire. The transmitting sensor has a cross mark, and the cross mark is aligned with the cross mark of the large measurement plate for checking the inclination when the cross marks don't get aligned. The warning lamp is turned on when the transmitting and receiving sensors don't get aligned.

Description

구조물의 전도 측량 시설{Measurement apparatus of a structure over turn}Measurement apparatus of a structure over turn}

본 발명은 구조물 전도 측량에 관한 것으로, 더욱 상세하게는 측정판 상면에 고정되는 경위의, 송,수신 센서가 부착되는 측정판을 이용한 구조물의 전도 측량 시설에 관한 것이다.The present invention relates to a structural conduction survey, and more particularly, to a conduction surveying facility of a structure using a measuring plate to which a transmitting and receiving sensor is attached to a theodolite fixed to an upper surface of the measuring plate.

일반적으로 도로의 일측 또는 양측에 시공되는 옹벽의 전도량은 옹벽이 초기 상태에서 이탈하여 기울어진 정도를 측정한 값으로, 옹벽은 현장 시공 또는 조립식 블록을 이용하여 조립 방식으로 시공되게 된다.In general, the conduction of the retaining wall constructed on one side or both sides of the road is a measure of the degree of inclination of the retaining wall from the initial state, and the retaining wall is constructed by an on-site construction or prefabricated block.

옹벽의 설치 개소는 교량과의 접합 부분, 철도와의 인접부분 및 터널의 입,출구, 성토부분이 많고 높이가 높은 경향이 많으며, 거의 수직으로 되어 있어 배면의 토압 하중은 물론 열차와 차량의 진동을 흡수하게 된다.The retaining wall has a tendency to be high in height, with a lot of junctions with bridges, adjacent parts with railways, entrances, exits, and fills of tunnels, and are almost vertical, so that the back ground loads as well as the vibration of trains and vehicles Will absorb.

이에 옹벽 시공 후 설계시에 예상하지 못한 위험성을 배제할 수 없게 되고, 옹벽이 전도되면 도로 또는 철도 상에 토사가 적층되어 엄청난 인명 사고를 내는 문제점을 안고 있다.Therefore, it is impossible to exclude the unexpected risks in the design of the retaining wall after construction, and when the retaining wall is inverted, soils are stacked on the road or the railroad, causing a serious accident.

따라서, 옹벽은 시공과 동시에 일정기간마다 정밀한 전도량 측량이 이루어져야 할 것이다.Therefore, the retaining walls will have to be precisely measured at regular intervals during construction.

도 1은 종래 전도량 측정방법을 나타내는 평면도, 도 2는 종래 전도량 측정방법을 나타내는 단면도이다.1 is a plan view showing a conventional conductivity measurement method, Figure 2 is a cross-sectional view showing a conventional conductivity measurement method.

옹벽(10)에는 상면에 다수개의 측정판(11-1,12-1...16-1)이 고정되고, 옹벽(10) 상면에 안착된 측정판(11-1,16-6)에는 +표기가 다른 측정판(12-1..15-1)에는 -표기가 기준선(17)으로 표기된다.A plurality of measuring plates 11-1, 12-1 ... 16-1 are fixed to the retaining wall 10 on the upper surface, and the measuring plates 11-1 and 16-6 seated on the upper surface of the retaining wall 10 are fixed to the retaining wall 10. The measuring plate 12-1..15-1 with a different + notation is indicated with a base line 17.

즉, 측정판(11-1,12-1...16-1)에는 경위의(20)가 일측에 안착되되, 측정판(11-1)의 중심점(18)에 경위의(20)의 구심을 맞추어 세우고, 마지막 측정판(16-1)에 표시된 중심점(18)에 수직봉(19)을 수직으로 세우게 된다.That is, theodolite 20 is seated on one side of the measuring plates 11-1, 12-1... 16-1, and theodolite 20 of the theodolite 20 is positioned at the center point 18 of the measuring plate 11-1. The vertical center 19 is erected, and the vertical bar 19 is perpendicular to the center point 18 indicated on the last measuring plate 16-1.

다만, 측정판(11-1,12-1...16-1)에 경위의(20)를 설치시 정확한 위치에 경위의(20) 설치가 어려운 문제점이 있다.However, when installing theodolite 20 on the measuring plates 11-1, 12-1, 16-1, it is difficult to install theodolite 20 at the correct position.

이에 경위의(20)를 이용해 정밀한 전도량 측정이 어려운 문제점이 있다.There is a problem in that the precise conductivity measurement using theodolite 20 is difficult.

본 발명은 상술한 내용을 감안하여 안출한 것으로, 본 발명은, 기 시공된 옹벽 상면에 측정판을 안착고정한 후 측정판에 경위의와 송,수신 센서를 설치하여 간단하게 옹벽의 전도량을 정확하게 측량할 수 있음은 물론, 이에 구조물의 안전성을 항시 유지관리할 수 있도록 제반 조치를 취할 수 있도록 하는 구조물의 전도 측량 시설을 제공함을 그 목적으로 한다.The present invention has been devised in view of the above-mentioned contents, and the present invention simply fixes the measuring plate on the upper surface of the retaining wall, and then, by installing theodolite and transmitting / receiving sensors on the measuring plate, it is easy to accurately measure the conductivity of the retaining wall. In addition, it aims to provide a conduction surveying facility of the structure that can take all the measures to maintain the safety of the structure at all times.

본 발명은 상술한 목적 달성을 위해, 본 발명은, 도로의 일측 또는 양측에 시공되는 옹벽, 옹벽 상면에 안착고정되고 기준선이 도시된 다수개의 측정판, 일측 측정판 상면에 안착되는 경위의를 포함하는 구조물의 전도 측량 시설에 있어서, The present invention to achieve the above object, the present invention, the retaining wall is constructed on one side or both sides of the road, a plurality of measuring plate is fixed to the retaining wall upper surface and the reference line is shown, including a theodolite seated on the upper surface of one measuring plate In the conduction survey facility of the structure,

옹벽에는 상면 양측에 대형의 측정판이 안착되고 대형의 측정판이 설치된 사이에 다수개의 소형 측정판이 안착되어 고정되되, On the retaining wall, a large measuring plate is seated on both sides of the upper surface, and a plurality of small measuring plates are seated and fixed while the large measuring plate is installed.

대형의 측정판에는 기준선에 인접하여 다수개의 안착홀이 형성되고 기준선 상에 서로 대향되는 위치로 사각홈이 형성되며, In the large measuring plate, a plurality of seating holes are formed adjacent to the reference line, and square grooves are formed at positions opposite to each other on the reference line.

또한 대형의 측정판에는 길이 양측에 체결홀이 관통되어 스프링에 의해 지지봉이 고정됨과 아울러 사각홈에 각각 송,수신 센서가 설치되며, In addition, the large measuring plate has fastening holes penetrated at both sides of the length to fix the supporting rods by springs, and to transmit and receive sensors in the square grooves, respectively.

송,수신 센서에는 와이어가 연결되어 밧데리에 결합되고 밧데리에는 경광등이 연결되며, Wires are connected to the transmitter and the receiver and coupled to the battery, and a warning lamp is connected to the battery.

대형의 측정판 사이에는 소형의 측정판이 다수개 안착되어 기준선이 일치되 고 일측 측정판에는 경위의가 안착되며, Between the large measuring plates, a number of small measuring plates are seated so that the reference line is aligned, and theodolite is seated on one measuring plate.

경위의의 +자 교차점과 송신 센서의 + 표기가 일치되도록 설치되어 경위의와 송,수신 센서에 의해 옹벽 전도량을 측량하는 것을 특징으로 하는 구조물의 전도 측량 시설;이 제시된다.It is installed so that the + point intersection of the theodolite and the + notation of the transmitting sensor coincide so that the conduction measurement facility of the structure characterized in that the retaining wall conduction is measured by theodolite and the transmitting and receiving sensors.

상술한 본 발명의 구조물의 전도 측량 시설의 사용에 따라 발생될 수 있는 효과를 설명한다.The effects that can be generated by use of the conduction surveying facility of the structure of the present invention described above are described.

본 발명의 구조물의 전도 측량 시설에 의하면, 기 시공된 옹벽 상면에 측정판을 안착고정한 후 측정판에 경위의와 송,수신 센서를 설치하여 간단하게 옹벽의 전도량을 정확하게 측량할 수 있음은 물론, 이에 구조물의 안전성을 항시 유지관리할 수 있도록 제반 조치를 취할 수 있는 효과를 얻을 수 있다.According to the conduction measurement facility of the structure of the present invention, by mounting the measurement plate on the upper surface of the retaining wall, it is possible to accurately measure the conduction of the retaining wall simply by installing theodolite and transmission and reception sensors on the measurement plate. Therefore, it is possible to obtain the effect of taking various measures to maintain the safety of the structure at all times.

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 3은 본 발명 전도량 측량시설의 설치상태 사시도, 도 4는 본 발명 측정판과 경위의의 결합된 사시도, 도 5는 본 발명 측정판과 경위의의 분해 사시도, 도 6은 본 발명 측정판과 경위의가 옹벽에 설치된 상태의 단면도, 도 7은 본 발명 전도량 측량시설의 설치상태 평면도, 도 8은 본 발명 전도량 측량시설의 설치상태 정면도이다.Figure 3 is a perspective view of the installation state of the present invention conductivity measurement facility, Figure 4 is a combined perspective view of the measuring plate and theodolite of the present invention, Figure 5 is an exploded perspective view of the measuring plate and theodolite of the present invention, Figure 6 is a measuring plate and theodolite of the present invention Sectional drawing of the state installed in the retaining wall, Figure 7 is a plan view of the installation state of the conductivity surveying facility of the present invention, Figure 8 is a front view of the installation state of the conductivity surveying facility of the present invention.

옹벽(50)에는 다수개의 측정판(60)(60')이 설치되되, 측정판(60)은 옹벽(50)의 길이를 따라 상면 양측에 설치되는 대형(大形)의 측정판이 사용됨과 아울러 다른 측정판(60')은 대형의 측정판(60)이 설치된 사이에 설치되는 다수개의 소형(小形)의 측정판이 있으며, 측정판(60)에는 기준선(61)에 인접하여 3개의 안착홀(62)과 사각홈(63)이 형성된다.The retaining wall 50 is provided with a plurality of measuring plates 60 and 60 ', and the measuring plate 60 uses a large measuring plate installed on both sides of the upper surface along the length of the retaining wall 50. The other measuring plate 60 'has a plurality of small measuring plates which are installed between the large measuring plate 60, and the measuring plate 60 has three seating holes adjacent to the reference line 61. 62 and the square groove 63 is formed.

또한, 측정판(60)에는 길이 양측에 체결홀(64)이 형성되어 지지봉(66)이 결합되어 스프링(67)으로 옹벽(50) 상면에 고정지지되게 되며, 다른 측정판(60')은 옹벽(50) 상면에 체결못을 통해 고정하게 된다.In addition, the measuring plate 60 is fastening holes 64 are formed on both sides of the length of the support rod 66 is coupled to be fixed to the upper surface of the retaining wall 50 by the spring 67, the other measuring plate 60 ' The retaining wall 50 is fixed through a fastening nail.

지지봉(66)은 대략 ㅁ자 형태를 유지하되, 일측이 절개된 형상이고, 측정판(60)에는 측면에 스프링 연결봉(65)이 형성되어 스프링(67)의 힘이 옹벽 측으로 전해지게 되며, 스테인레스 봉을 이용하여 제작하게 된다.The support rod 66 maintains a substantially K-shaped shape, but one side is cut in shape, and a spring connecting rod 65 is formed at the side of the measuring plate 60 so that the force of the spring 67 is transmitted to the retaining wall. It will be produced using.

측정판(60)에는 상면에 경위의(20)가 안착되되, 경위의(20)는 안착홀(62)에 다리가 삽입고정되며, 경위의(20)는 측정판(60)의 + 표기 상면에 위치된다.Theodolite 20 is seated on the upper surface of the measuring plate 60, but theodolite 20 is fixed with a leg inserted into the seating hole 62, and theodolite 20 is a + marking upper surface of the measuring plate 60. Is located in.

옹벽(50) 상면 길이방향 양측에 설치되는 측정판(60)에는 사각홈(63)에 송,수신 센서(S)(P)가 위치되어 와이어(W)에 의해 전원을 인가하는 밧데리(B)에 연결되되, 송신 센서(S)에는 전면에 +표기가 되어 있고 그 +표기에 경위의(20)의 십자(+) 교차점이 일치된다.In the measuring plate 60 installed on both sides of the retaining wall 50 in the longitudinal direction, the transmitting and receiving sensors S and P are located in the square groove 63, and the battery B is applied to the power by the wire W. It is connected to the transmission sensor (S) has a + notation on the front and the + notation coincides with the cross (+) intersection of theodolite 20.

즉, 일측 측정판(60) 상면에 안착된 경위의(20)와 수신 센서(P)는 타측 측정판(60) 상면에 안착된 송신 센서(S)에 상호 연계작동하게 되어 위치가 이탈되면 경위의(20)와 수신 센서(P)에서 그 위치 이탈을 손쉽게 측정할 수 있게 된다.That is, theodolite 20 and the receiving sensor P seated on the upper surface of one measuring plate 60 are mutually linked to the transmitting sensor S seated on the upper surface of the other measuring plate 60 so that the position is separated. It is possible to easily measure the position deviation from the (20) and the receiving sensor (P).

이는 송,수신 센서(S)(P)가 상호 마주보도록 설치되어 있는 관계로 송,수신 센서(S)(P)의 어느 하나가 위치 이탈하게 되면 밧데리(B)와 연결된 경광등(90)이 빛을 발하게 되게 된다.This is because the transmission and reception sensor (S) (P) is installed to face each other, when one of the transmission and reception sensor (S) (P) is out of position, the warning light (90) connected to the battery (B) is light Will be released.

또한, 경위의(20)는 송신 센서(S)의 +표기된 교차점과 일치되어 있어 경위의(20)를 통해 육안으로 확인하여 교차점이 이탈되면 전도량을 알 수 있게 된다.In addition, theodolite 20 is coincident with the + marked intersection point of the transmission sensor S, so that the conduction amount can be known when the intersection point deviates from the naked eye through the theodolite 20.

상술한 옹벽(50)의 전도량 측량시설의 설치상태를 설명한다.The installation state of the conductivity measurement facility of the retaining wall 50 will be described.

먼저, 옹벽(50)에는 상면에 + 표기와 - 표기가 일치되도록 다수개의 측정판(60)(60')이 안착된다.First, a plurality of measuring plates 60 and 60 'are mounted on the retaining wall 50 so that + and-markings coincide with each other.

이때 옹벽(50) 상면에 안착된 측정판(60)과 다른 측정판(60')은 기준선(61)을 일치시킨다.At this time, the measuring plate 60 and the other measuring plate 60 'seated on the retaining wall 50 upper surface coincide with the reference line 61.

다음으로, 측정판(60)의 사각홈(63)에 송,수신 센서(S)(P)를 안착한다.Next, the transmission and reception sensor (S) (P) is seated in the square groove (63) of the measuring plate (60).

이때, 송,수신 센서(S)(P)는 전원을 인가하는 밧데리(B)에 연결함은 물론, 일측 측정판(60)에 경위의(20)를 안착하여 최초 위치를 설정하게 된다.At this time, the transmission and reception sensor (S) (P) is connected to the battery (B) to apply power, as well as to set the initial position by seating theodolite 20 on one measuring plate 60.

다음으로, 밧데리(B)에 경광등(90)을 연결한다.Next, the warning lamp 90 is connected to the battery (B).

이때, 송,수신 센서(S)(P)가 위치 이탈되게 되면 경광등(90)이 발광할 뿐만 아니라 경위의(20)를 읽어 오차 눈금을 읽게 된다.At this time, when the transmission and reception sensor (S) (P) is out of position, the warning lamp 90 not only emits light, but also reads the theodolite 20 to read the error scale.

도 1은 종래 전도량 측정방법을 나타내는 평면도,1 is a plan view showing a conventional conductivity measurement method,

도 2는 종래 전도량 측정방법을 나타내는 단면도,2 is a cross-sectional view showing a conventional conductivity measurement method;

도 3은 본 발명 전도량 측량시설의 설치상태 사시도,Figure 3 is a perspective view of the installation state of the conductivity surveying facility of the present invention,

도 4는 본 발명 측정판과 경위의의 결합된 사시도,4 is a combined perspective view of the present invention measuring plate and theodolite,

도 5는 본 발명 측정판과 경위의의 분해 사시도,5 is an exploded perspective view of the measuring plate and theodolite of the present invention;

도 6은 본 발명 측정판과 경위의가 옹벽에 설치된 상태의 단면도,6 is a cross-sectional view of the measuring plate and theodolite of the present invention installed on the retaining wall;

도 7은 본 발명 전도량 측량시설의 설치상태 평면도,7 is a plan view of the installation state of the present invention surveying facilities,

도 8은 본 발명 전도량 측량시설의 설치상태 정면도이다.Figure 8 is a front view of the installation state of the conductivity surveying facility of the present invention.

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

20; 경위의 50; 옹벽20; Theodolite 50; Retaining wall

60,60'; 측정판 61; 기준선60,60 '; Measuring plate 61; base line

62; 안착홀 63; 사각홈62; Seating hole 63; Square groove

64; 체결홀 65; 스프링 연결봉64; Fastening hole 65; Spring connecting rod

66; 지지봉 67; 스프링66; Support rod 67; spring

90; 경광등90; Warning light

Claims (2)

도로의 일측 또는 양측에 시공되는 옹벽, 옹벽 상면에 안착고정되고 기준선이 도시된 다수개의 측정판, 일측 측정판 상면에 안착되는 경위의를 포함하는 구조물의 전도 측량 시설에 있어서, In a conduction measurement facility of a structure comprising a retaining wall constructed on one or both sides of the road, a plurality of measuring plates fixed on the upper surface of the retaining wall and showing the reference line, and theodolite seated on the upper surface of one measuring plate, 옹벽(50)에는 상면 양측에 대형의 측정판(60)이 안착되고 대형의 측정판(60)이 설치된 사이에 다수개의 소형 측정판(60')이 안착되어 고정되되, On the retaining wall 50, a large measuring plate 60 is mounted on both sides of the upper surface, and a plurality of small measuring plates 60 'are seated and fixed between the large measuring plate 60, 대형의 측정판(60)에는 기준선(61)에 인접하여 다수개의 안착홀(62)이 형성되고 기준선(61) 상에 서로 대향되는 위치로 사각홈(63)이 형성되며, In the large measuring plate 60, a plurality of seating holes 62 are formed adjacent to the reference line 61, and a square groove 63 is formed at a position opposite to each other on the reference line 61. 또한 대형의 측정판(60)에는 길이 양측에 체결홀(64)이 관통되어 스프링(67)에 의해 지지봉(66)이 고정됨과 아울러 사각홈(63)에 각각 송,수신 센서(S)(P)가 설치되며, In addition, the large measuring plate 60 has fastening holes 64 through both sides of the large measuring plate 60 to fix the supporting rods 66 by the springs 67, and to transmit and receive the sensors S and P to the square grooves 63, respectively. ) Will be installed, 송,수신 센서에는 와이어(W)가 연결되어 밧데리(B)에 결합되고 밧데리(B)에는 경광등(90)이 연결되며, Wire (W) is connected to the transmission and reception sensor is coupled to the battery (B), the warning light (90) is connected to the battery (B), 대형의 측정판(60) 사이에는 소형의 측정판(60')이 다수개 안착되어 기준선(61)이 일치되고 일측 측정판(60)에는 경위의(20)가 안착되며, Between the large measuring plate 60, a plurality of small measuring plate 60 'is seated so that the reference line 61 is matched, and the theodolite 20 is seated on one measuring plate 60. 경위의(20)의 +자 교차점과 송신 센서(S)의 + 표기가 일치되도록 설치되어 경위의(20)와 송,수신 센서(S)(P)에 의해 옹벽(50) 전도량을 측량하는 것을 특징으로 하는 구조물의 전도 측량 시설.It is installed so that the + character intersection point of the theodolite 20 and the + notation of the transmission sensor S are matched to survey the conduction amount of the retaining wall 50 by the theodolite 20 and the transmission and reception sensor S and P. Conducting surveying facility of the structure, characterized in that. 제1항에 있어서, The method of claim 1, 대형의 측정판(60)은 스프링(67)의 탄성력에 의해 지지봉(66)이 옹벽(50) 양측 수직면에 지지되도록 설치되는 것을 특징으로 하는 구조물의 전도 측량 시설.Large measuring plate (60) is a conducting surveying facility of the structure, characterized in that the support rods 66 are installed on both sides of the retaining wall (50) by the elastic force of the spring (67).
KR1020070103397A 2007-10-15 2007-10-15 Measurement apparatus of a structure over turn KR100812126B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101187698B1 (en) 2009-10-30 2012-10-04 (주)성안기술단 A safe diagnosis device according to the cause for retaining wall displacement measurement
CN103616010A (en) * 2013-12-03 2014-03-05 精工工业建筑系统有限公司 Warning device between flexible columns of structure workshop
CN111637339A (en) * 2020-05-18 2020-09-08 四川珂兴建设工程造价咨询有限责任公司 Multifunctional construction engineering budget rehearsal equipment

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200188696Y1 (en) 2000-01-28 2000-07-15 김옥환 Displacement measurement device of structure using laser beam
KR100624219B1 (en) 2006-05-04 2006-09-15 김은주 Measurement method of a structure sliding
KR100624221B1 (en) 2006-05-04 2006-09-15 김은주 Measurement method of a structure over turn

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200188696Y1 (en) 2000-01-28 2000-07-15 김옥환 Displacement measurement device of structure using laser beam
KR100624219B1 (en) 2006-05-04 2006-09-15 김은주 Measurement method of a structure sliding
KR100624221B1 (en) 2006-05-04 2006-09-15 김은주 Measurement method of a structure over turn

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101187698B1 (en) 2009-10-30 2012-10-04 (주)성안기술단 A safe diagnosis device according to the cause for retaining wall displacement measurement
CN103616010A (en) * 2013-12-03 2014-03-05 精工工业建筑系统有限公司 Warning device between flexible columns of structure workshop
CN103616010B (en) * 2013-12-03 2016-02-10 精工工业建筑系统有限公司 Prior-warning device between structure workshop flexible column
CN111637339A (en) * 2020-05-18 2020-09-08 四川珂兴建设工程造价咨询有限责任公司 Multifunctional construction engineering budget rehearsal equipment
CN111637339B (en) * 2020-05-18 2021-08-10 四川珂兴建设工程造价咨询有限责任公司 Multifunctional construction engineering budget rehearsal equipment

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