KR100466213B1 - Device for measuring the horizontal distance of building and power line - Google Patents
Device for measuring the horizontal distance of building and power line Download PDFInfo
- Publication number
- KR100466213B1 KR100466213B1 KR10-2002-0040333A KR20020040333A KR100466213B1 KR 100466213 B1 KR100466213 B1 KR 100466213B1 KR 20020040333 A KR20020040333 A KR 20020040333A KR 100466213 B1 KR100466213 B1 KR 100466213B1
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- South Korea
- Prior art keywords
- building
- distribution line
- horizontal
- flat plate
- separation distance
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Classifications
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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
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/02—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
- G01B11/04—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness specially adapted for measuring length or width of objects while moving
- G01B11/043—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness specially adapted for measuring length or width of objects while moving for measuring length
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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
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/02—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
- G01B11/026—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness by measuring distance between sensor and object
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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
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/14—Measuring arrangements characterised by the use of optical techniques for measuring distance or clearance between spaced objects or spaced apertures
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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
- 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
- G01B21/02—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 length, width, or thickness
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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
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/002—Measuring arrangements characterised by the use of optical techniques for measuring two or more coordinates
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- 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
- G01C15/002—Active optical surveying means
Abstract
본 발명은 신축건축물과 배전선로간의 수평이격거리를 측정하는 측량기에 관한 것으로, 지상(G)에 수직방향으로 안착됨과 더불어 건축물(100)과 배전선로(200)의 사이공간에 위치하는 삼각대(10)와; 삼각대(10)의 상단부에 설치됨과 더불어 몸체상면에 수평상태를 세팅하기 위한 수평기(21)가 구비된 평판(20); 평판(20)의 상부면에 설치되어 안내레일을 왕복이동함과 더불어 몸체에 측정목표물(35)을 계측하기 위한 대안/대물렌즈(31.32)가 구비된 이동체(30); 평판(20)의 내부공간에 수용되어 건축물(100)과 배전선로(200)의 이격거리를 측정하는 측정자(40) 및; 측정자 (40)의 선단부에 연결줄(51)을 통해 장착되어 지상에서 측량 경계위치를 지시하는 중심추(50)로 이루어져, 수평이격거리의 측정과정에서 발생하는 각종 안전사고가 예방되어 부대비용이 절감될 뿐만 아니라 건축민원에 대한 처리시기가 단축되어 재산상 피해가 최소화되게 한 것이다.The present invention relates to a surveying instrument for measuring the horizontal separation distance between the new building and the distribution line, the tripod is located in the space between the building 100 and the distribution line 200 in addition to being vertically seated on the ground (G) )Wow; A flat plate 20 provided with a leveler 21 installed at an upper end of the tripod 10 to set a horizontal state on an upper surface of the body; A movable body 30 installed on the upper surface of the flat plate 20 and provided with an alternative / objective lens 31.32 for reciprocating the guide rail and measuring the measurement target 35 on the body; A measurer 40 accommodated in an inner space of the flat plate 20 to measure a separation distance between the building 100 and the distribution line 200; It is equipped with a central weight 50 mounted on the distal end of the measurer 40 through the connecting line 51 to indicate a survey boundary position on the ground, and prevents various safety accidents occurring in the process of measuring the horizontal separation distance, thereby reducing incidental costs. In addition, the processing time for construction complaints is shortened to minimize damage to property.
Description
본 발명은 신축건축물과 배전선로간의 수평이격거리를 측정하는 측량장치에 관한 것으로, 특히 수평이격거리의 측정작업과정을 단순화하여 안전사고를 예방시킴은 물론 재산상 피해를 최소화시킬 수 있도록 된 건축물과 배전선로간의 수평이격거리 측량 장치에 관한 것이다.The present invention relates to a surveying device for measuring the horizontal separation distance between the new building and the distribution line, and in particular, to simplify the measurement process of the horizontal separation distance to prevent accidents and minimize property damage and It relates to a horizontal separation distance measurement device between distribution lines.
일반적으로, 현대 건축물은 고층으로 신축이 이루어짐은 물론, 건축물의 신축과정에서 배전선로와의 간섭으로 인한 안전사고가 빈번하게 발생하므로, 건축물과 배전선로와의 법적 이격거리를 확보하여 안전사고를 예방함은 물론 재산상의 피해를 최소화하는 것이 무엇보다도 중요하다.In general, modern buildings are constructed on high floors, and safety accidents frequently occur due to interference with power distribution lines during the construction of new buildings. Therefore, safety accidents are prevented by securing legal separation distance between buildings and power distribution lines. Of course, minimizing property damage is important.
그러나, 건축물과 배전선로와의 수평이격거리는 배전선로의 근처까지 올라가기 전까지는 측정이 불가능하여, 활선버킷트럭에 2인 이상의 작업자가 탑승하여 검출봉으로 측정하므로, 수평이격거리의 측정작업이 지연됨은 물론 작업공수/하중이 가중되어 안전사고가 발생될 우려가 있었다.However, the horizontal separation distance between the building and the distribution line is impossible to measure until it reaches the vicinity of the distribution line, and two or more workers ride the livestock truck truck and measure it with the detection rod, so the measurement of the horizontal separation distance is delayed. Of course, there was a risk of safety accidents due to the increased workmanship / load.
그리고, 수평이격거리의 측정작업이 이루어진 다음 법적으로 배전선로와의 간섭을 해결하기 까지는 20일 이상의 장기간이 소요되므로, 건물주의 건축공사가 지연되어 재산상 피해가 발생됨은 물론 피해액 부담의 주체가 애매모호하여 민원이 빈번하게 발생하는 문제점이 있었다.In addition, it takes longer than 20 days to resolve the interference with the distribution line legally after the measurement of the horizontal separation distance. Therefore, the construction work of the building owner is delayed, resulting in property damage as well as the burden of damage. There was a problem that ambiguity occurs frequently.
이에, 본 발명은 상기한 바와 같은 제문제점을 해결하기 위하여 발명된 것으로서, 건축물의 신축과정에서 측량기로 수평이격거리를 측정하여 안전사고를 예방시킴은 물론 재산상 피해를 최소화시킬 수 있도록 된 건축물과 배전선로간의 수평이격거리 측량 장치를 제공하는 데에 그 목적이 있다.Therefore, the present invention was invented to solve the problems described above, and to prevent the safety accident by measuring the horizontal separation distance with a surveyor in the construction process of the building and to minimize the damage to property and It is an object of the present invention to provide a horizontal distance measuring device between distribution lines.
상기한 바의 목적을 달성하기 위한 본 발명은, 지상의 측량기점에서 건축물과 배전선로간의 수평이격거리를 측정하기 위한 측량기를 구성함에 있어서, 지상에 수직방향으로 안착됨과 더불어 건축물과 배전선로의 사이공간에 위치하는 삼각대와; 삼각대의 상단부에 설치됨과 더불어 몸체상면에 수평상태를 세팅하기 위한 수평기가 구비된 평판; 평판의 상부면에 설치되어 안내레일을 왕복이동함과 더불어 몸체에 측정목표물을 계측하기 위한 대안/대물렌즈가 구비된 이동체; 평판의 내부공간에 수용되어 건축물과 배전선로의 이격거리를 측정하는 측정자 및; 측정자의 선단부에 연결줄을 통해 장착되어 지상에서 측량 경계위치를 지시하는 중심추로 이루어진 것을 특징으로 한다.The present invention for achieving the above object, in the construction of a surveyor for measuring the horizontal separation distance between the building and the distribution line at the ground surveying point, while being mounted in the vertical direction to the ground between the building and the distribution line A tripod located in space; A flat plate provided on an upper end of the tripod and provided with a leveler for setting a horizontal state on an upper surface of the body; A moving body installed on the upper surface of the flat plate and having an alternative / objective lens for reciprocating the guide rail and measuring a measurement target on the body; A measurer which is accommodated in an inner space of the flat plate and measures a separation distance between the building and the distribution line; It is characterized by consisting of a central weight that is mounted to the front end of the measuring instrument through the connecting line indicating the survey boundary position on the ground.
도 1은 본 발명에 따른 측량기의 설치상태를 도시한 도면,1 is a view showing an installation state of the instrument according to the invention,
도 2는 본 발명에 따른 측량기를 도시한 측면도,2 is a side view showing a measuring instrument according to the present invention;
도 3은 본 발명에 따른 측량기의 동작상태를 도시한 도면,3 is a view showing an operating state of the instrument according to the present invention,
도 4는 본 발명에 따른 측량기의 평판을 도시한 평면도,4 is a plan view showing a flat plate of an instrument according to the present invention;
도 5는 본 발명에 따른 측량기의 본체를 도시한 측면도,5 is a side view showing the main body of the instrument according to the present invention;
도 6은 본 발명에 따른 측량기에 의해 측량되는 영상을 도시한 도면이다.6 is a diagram illustrating an image surveyed by an instrument according to the present invention.
* 도면 중 주요부분에 대한 부호의 설명 *Explanation of symbols on the main parts of the drawings
100 : 건축물 200 : 배전선로100: building 200: distribution line
1 : 측량기 10 : 삼각대1: instrument 10: tripod
20 : 평판 21 : 수평기20: flat plate 21: leveler
30 : 이동체 31.32 : 대안/대물렌즈30: moving object 31.32: alternative / objective
31a,32a : 가이드라인 33 : 반사경31a, 32a: Guideline 33: Reflector
35 : 측정목표물 40 : 측정자35: measurement target 40: measurer
50 : 중심추 51 : 연결줄50: center weight 51: connecting line
이하, 본 발명에 따른 실시예를 첨부된 예시도면을 참고로하여 상세하게 설명하면 다음과 같다.Hereinafter, an embodiment according to the present invention will be described in detail with reference to the accompanying drawings.
도 1 내지 도 6은 본 발명에 따른 측량기와 측량기의 설치상태도와 동작상태도와 평판과 측량기본체와 측량영상을 도시한 도면으로서, 지상(G)의 측량기점에서건축물(100)과 배전선로(200)간의 수평이격거리를 측정하기 위한 측량기를 구성함에 있어서, 지상(G)에 수직방향으로 안착됨과 더불어 건축물(100)과 배전선로(200)의 사이공간에 위치하는 삼각대(10)와; 삼각대(10)의 상단부에 설치됨과 더불어 몸체상면에 수평상태를 세팅하기 위한 수평기(21)가 구비된 평판(20); 평판(20)의 상부면에 설치되어 안내레일을 왕복이동함과 더불어 몸체에 측정목표물(35)을 계측하기 위한 대안/대물렌즈(31.32)가 구비된 이동체 (30); 평판(20)의 내부공간에 수용되어 건축물(100)과 배전선로(200)의 이격거리를 측정하는 측정자(40) 및; 측정자 (40)의 선단부에 연결줄(51)을 통해 장착되어 지상에서 측량 경계위치를 지시하는 중심추(50)로 이루어져 있다.1 to 6 are diagrams showing the installation state diagram and the operation state of the instrument and the instrument according to the present invention, the plate, the surveying body and the survey image, the building 100 and the distribution line 200 at the survey point of the ground (G) In configuring a surveying device for measuring the horizontal separation distance between the tripod 10 is positioned in the vertical direction on the ground (G) and located in the space between the building 100 and the distribution line 200; A flat plate 20 provided with a leveler 21 installed at an upper end of the tripod 10 to set a horizontal state on an upper surface of the body; A movable body 30 installed on the upper surface of the flat plate 20 and provided with an alternative / objective lens 31.32 for reciprocating the guide rail and measuring the measurement target 35 on the body; A measurer 40 accommodated in an inner space of the flat plate 20 to measure a separation distance between the building 100 and the distribution line 200; The front end portion of the measurer 40 is mounted through a connecting line 51 and consists of a central weight 50 indicating a survey boundary position on the ground.
여기서, 삼각대(10)는, 지상(G)에 수직방향으로 안착되어 건축물(100)과 배전선로(200)의 사이공간에 위치하는 것으로서, 금속이나 나무와 같이 구성요소들을 지지할 있는 것이라면 어떠한 재질이라도 가능하며, 그 상단부에 힌지축이나 볼베어링(미도시)을 형성함이 바람직하다.Here, the tripod 10 is located in the space between the building 100 and the distribution line 200 is mounted in the vertical direction on the ground (G), if any material that can support the components, such as metal or wood Even if it is possible, it is preferable to form a hinge shaft or a ball bearing (not shown) in the upper end.
그리고, 평판(20)은, 삼각대(10)의 상단부에 결합되어 힌지축이나 볼베어링을 중심점으로 회전하면서 각도조정되는 것으로서, 그 상부면에 이동체(30)가 슬라이딩식으로 왕복이동하는 안내레일(22)이 형성되면서, 그 내부공간에 측정자(40)가 수용되는 수용공간(23)이 형성되어 있다.And, the flat plate 20 is coupled to the upper end of the tripod 10, the angle is adjusted while rotating the hinge axis or ball bearing to the center point, the guide rail 22 reciprocating slidingly movable body 30 on its upper surface ) Is formed, the receiving space 23 is accommodated in the inner space of the measuring device 40 is formed.
또한, 평판(20)은, 그 몸체상면에 적어도 한 개이상의 수평기(21)를 장착하여, 예컨대 평판(20)의 회전시켜가면서 수평상태로 세팅하는 작업과정을 절감함은 물론 수평정밀도를 향상함이 바람직하다.In addition, the flat plate 20 is equipped with at least one or more levelers 21 on the upper surface of the body, for example, to reduce the work process of setting the horizontal state while rotating the flat plate 20, as well as to improve the horizontal accuracy. This is preferred.
그리고, 이동체(30)는, 평판(20)의 상면에 안착되어 안내레일(22)을 따라 수평방향으로 왕복이동하는 것으로서, 그 몸체가 대략 "』"자 형상으로 형성되며, 그 내부공간에 중공부가 형성되어 있다.In addition, the movable body 30 is mounted on the upper surface of the flat plate 20 and reciprocates horizontally along the guide rails 22, and the body is formed in a substantially "'" shape, and is hollow in the inner space. An addition is formed.
또한, 이동체(30)는, 그 일측부에 수직방향으로 대안렌즈(31)가 장착되면서 그 타측부에 수평방향으로 대물렌즈(32)가 장착되며, 그 내부공간의 모서리부에 대물렌즈(32)를 통해 입사되는 측정목표물(35)의 영상을 수직방향으로 전환하여 대안렌즈(31)로 출사하는 반사경(33)이 장착되어 있다.In addition, the movable body 30 has the objective lens 32 mounted in the horizontal direction at the other side while the alternative lens 31 is mounted in the vertical direction at one side thereof, and the objective lens 32 at the corner of the inner space. Reflector 33 is mounted to convert the image of the measurement target 35 incident through the vertical direction to the alternative lens 31.
이때, 대안렌즈(31)는 고정상태로 세팅함이 바람직하며, 대물렌즈(32)는 상하방향으로 슬라이딩가능하게 세팅함이 바람직하다. 물론, 대안/대물렌즈(31,32)는 그 외표면에 "+"자 형상의 가이드라인(31a,32a)을 형성하여 대물렌즈(32)와 측정목표물(35)의 세팅과정에서 이용함이 바람직하다.At this time, the alternative lens 31 is preferably set to a fixed state, the objective lens 32 is preferably set to slide in the vertical direction. Of course, the alternative / objective lenses 31 and 32 may be used in the process of setting the objective lens 32 and the measurement target 35 by forming guide lines 31a and 32a having a “+” shape on the outer surface thereof. Do.
물론, 대물렌즈(32)의 초점거리는 유리렌즈의 경우 굴절률이 일정한 매질속에 있고 굴절률이 n인 경우 전후측의 초점거리가 같고, 렌즈의 두 구면의 반지름이 r1.r2이라고 가정할 때, 다음의 식 1을 만족하도록 적정한 초점거리를 산출하여 제작함이 바람직하다.Of course, assuming that the focal length of the objective lens 32 is the same in the case of the glass lens in the constant medium and the refractive index is n, the focal lengths of the front and rear sides are the same, and the radius of the two spheres of the lens is r1.r2. It is preferable to calculate and manufacture an appropriate focal length so as to satisfy Equation 1.
[식 1][Equation 1]
1/f = (n-1)(1/r1 -1/r2), f는 초점거리1 / f = (n-1) (1 / r1 -1 / r2), f is the focal length
또한, 이동체(30)에 수평방향으로 핀공(34)을 형성하여, 이동체(30)의 세팅작업이 완료되어 측정목표물(35)의 직하방에 위치하는 경우, 아래에서 설명하게 되는 측정자(40)의 시작기점을 고정함이 바람직하다.In addition, when the pin hole 34 is formed in the movable body 30 in the horizontal direction, and the setting operation of the movable body 30 is completed and located directly below the measurement target 35, the measurer 40 to be described below will be described. It is preferable to fix the starting point of.
그리고. 측정자(40)는, 평판(20)의 수용공간(23)에 수용되는 이른바 다단의 슬라이딩자로서, 일단부가 이동체(30)의 핀공(34)에 고정되면서 타단부가 건출물 (100)을 향해 펼쳐지며, 수용공간(23)에서 수평방향으로 펼쳐져 인출됨은 물론 다시 접혀져 부피가 최소화된다.And. The measurer 40 is a so-called multi-stage sliding element accommodated in the receiving space 23 of the flat plate 20, and one end thereof is fixed to the pin hole 34 of the movable body 30, and the other end thereof is unfolded toward the building 100. In addition, the storage space 23 is unfolded in the horizontal direction and withdrawn, as well as folded again to minimize the volume.
그리고, 중심추(50)는, 측정자(40)의 선단부에 연결줄(51)을 통해 장착되어 하부방향으로 늘어뜨려진 것으로서, 지상(G)에서 건축물(100)과 배전선로(200)간의 수평이격거리를 측정하는 데에 이용된다.In addition, the center weight 50 is mounted on the distal end of the measurer 40 via the connecting line 51 and hangs downward, and is horizontally spaced between the building 100 and the power distribution line 200 on the ground G. Used to measure distance.
이하, 본 발명에 따른 작용을 첨부된 예시도면을 참고로하여 상세하게 설명하면 다음과 같다.Hereinafter, described in detail with reference to the accompanying drawings illustrating the operation according to the present invention.
먼저, 측량기(1)를 세팅하기 위해서는, 일단 지상(G)의 측량기점 즉, 목표측정물(35)의 하부측에 삼각대(10)를 안착시킨 다음, 삼각대(10)의 다리부재들을 펼쳐 고정시키는 과정이 선결되어야 한다.First, in order to set up the instrument 1, the tripod 10 is first seated on the surveying point of the ground G, that is, the lower side of the target measurement object 35, and then the leg members of the tripod 10 are unfolded and fixed. The process of precept must be preempted.
이어서, 삼각대(10)의 상단부에 평판(20)을 연결하고 수평기(21)를 이용하여 평판(20)을 수평상태로 세팅시킨 후, 평판(20)의 안내레일(22)에 이동체(30)를 삽입하여 측정목표물(35)의 하부측에 대물렌즈(32)를 위치시킨다.Subsequently, after connecting the flat plate 20 to the upper end of the tripod 10 and setting the flat plate 20 in a horizontal state by using the leveler 21, the movable body 30 to the guide rail 22 of the flat plate 20 To insert the objective lens 32 on the lower side of the measurement target 35.
이때, 대물렌즈(32)는 측정목표물(35)의 지상고에 따라 상하방향으로 슬라이딩시켜가면서 높이를 조절하여 사용함이 바람직하다.At this time, the objective lens 32 is preferably used to adjust the height while sliding in the vertical direction in accordance with the ground height of the measurement target (35).
이어서, 이동체(30)의 대물렌즈(32)를 통해 입사되는 영상이 대안렌즈(31)로 입사되어 도 6에서와 같이, 측정목표물(35)과 가이드라인(31a,32a)이 정확히 겹쳐지면, 대물렌즈(32)의 세팅작업이 완료된 것이다.Subsequently, when the image incident through the objective lens 32 of the moving object 30 is incident on the alternative lens 31 and the measurement target 35 and the guide lines 31a and 32a are exactly overlapped with each other, as shown in FIG. 6, Setting of the objective lens 32 is completed.
그런 다음, 이동체(30)의 핀공(34)에 고정핀을 삽입하여 측정자(40)를 고정시키면, 측정목표물(35)의 직하방이 측정자(40)의 시작기점으로 세팅되므로, 측정자(40)의 선단부를 잡아 당겨 건축물(100)로 접근시킨다.Then, when a fixed pin is inserted into the pin hole 34 of the movable body 30 to fix the measurer 40, since the measurement target 35 is set directly below the start point of the measurer 40, the measurer 40 Pull the tip to approach the building 100.
이때, 대물렌즈(32)에서 건축물(100)의 거리 즉, 측정자(40)의 펼쳐진 길이가 건축물(100)과 배전선로(200)간의 수평이격거리로 산출되는 것이다.In this case, the distance of the building 100 from the objective lens 32, that is, the unfolded length of the measurer 40 is calculated as the horizontal separation distance between the building 100 and the distribution line 200.
물론, 배전선로(200)의 측량기점이 결정되는 경우, 측량자(40)의 선단부에 구비되어 있던 중심추(50)를 늘어 뜨리면, 지상(G)에서도 건축물(100)과 배전선로 (200)의 수평이격거리를 측정할 수 있는 것이다.Of course, when the measurement origin of the distribution line 200 is determined, if the center weight 50 provided at the distal end of the surveyor 40 is laid down, the ground 100 of the building 100 and the distribution line 200 The horizontal separation distance can be measured.
한편, 측량기(1)의 측량작업이 완료된 다음, 측정자(40)를 접어 원상태로 리턴시킨 다음, 삼각대(10)에서 이동체(30)와 평판(20)을 분리시키면, 측량기(1)의 부피가 최소화되어 보관이 용이해짐은 당연하다.On the other hand, after the surveying operation of the instrument (1) is completed, return to the original state by folding the measuring device 40, then separating the moving object 30 and the flat plate 20 on the tripod 10, the volume of the instrument (1) Naturally, it is minimized and easy to store.
이상에서 설명한 바와 같이 본 발명에 따른 건축물과 배전선로간의 수평이격거리 측량 장치에 의하면, 측량기에 의해 건축물과 배전선로간의 수평이격거리가 신속하게 결정되므로, 수평이격거리의 측정과정에서 발생하는 각종 안전사고가 예방되어 부대비용이 절감될 뿐만 아니라 건축민원에 대한 처리시기가 단축되어 재산상 피해가 최소화되는 효과가 있다.As described above, according to the measurement device of the horizontal separation distance between the building and the distribution line according to the present invention, since the horizontal separation distance between the building and the distribution line is quickly determined by the instrument, various safety generated in the measurement process of the horizontal separation distance. Accidents are prevented, which not only reduces incidental costs but also shortens the processing time for construction complaints, thereby minimizing damage to property.
Claims (6)
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| Application Number | Priority Date | Filing Date | Title |
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| KR10-2002-0040333A KR100466213B1 (en) | 2002-07-11 | 2002-07-11 | Device for measuring the horizontal distance of building and power line |
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| Application Number | Priority Date | Filing Date | Title |
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| KR10-2002-0040333A KR100466213B1 (en) | 2002-07-11 | 2002-07-11 | Device for measuring the horizontal distance of building and power line |
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| KR100466213B1 true KR100466213B1 (en) | 2005-01-13 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101469358B1 (en) * | 2013-03-25 | 2014-12-08 | 김은주 | Operation equipment for geographic information system and load ledger leveling of crowds and obstacles many urban |
| KR101469357B1 (en) * | 2013-03-25 | 2014-12-08 | 김은주 | Level apparatus for geographic information system and load ledger leveling of crowds and obstacles many urban |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106705932B (en) * | 2016-12-14 | 2023-12-01 | 朱志亨 | Outdoor comprehensive mapping device for military topography |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0427807A (en) * | 1990-05-23 | 1992-01-30 | Zenkoku Ishiwata Slate Kyodo Kumiai Rengokai | Purlin-interval measuring device |
| KR920015121A (en) * | 1991-01-28 | 1992-08-26 | 배영국 | Distance measuring method and device |
| JPH0516804A (en) * | 1991-07-16 | 1993-01-26 | East Japan Railway Co | Simplified measuring device for track |
| JPH07103754A (en) * | 1993-10-07 | 1995-04-18 | Central Japan Railway Co | Distance measuring device and track construction laying building limit measurement method |
-
2002
- 2002-07-11 KR KR10-2002-0040333A patent/KR100466213B1/en not_active IP Right Cessation
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0427807A (en) * | 1990-05-23 | 1992-01-30 | Zenkoku Ishiwata Slate Kyodo Kumiai Rengokai | Purlin-interval measuring device |
| KR920015121A (en) * | 1991-01-28 | 1992-08-26 | 배영국 | Distance measuring method and device |
| JPH0516804A (en) * | 1991-07-16 | 1993-01-26 | East Japan Railway Co | Simplified measuring device for track |
| JPH07103754A (en) * | 1993-10-07 | 1995-04-18 | Central Japan Railway Co | Distance measuring device and track construction laying building limit measurement method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101469358B1 (en) * | 2013-03-25 | 2014-12-08 | 김은주 | Operation equipment for geographic information system and load ledger leveling of crowds and obstacles many urban |
| KR101469357B1 (en) * | 2013-03-25 | 2014-12-08 | 김은주 | Level apparatus for geographic information system and load ledger leveling of crowds and obstacles many urban |
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| KR20040006310A (en) | 2004-01-24 |
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