KR100830516B1 - Measurement apparatus for separation error of power transmission tower posts using laser pointer - Google Patents

Measurement apparatus for separation error of power transmission tower posts using laser pointer Download PDF

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KR100830516B1
KR100830516B1 KR1020080016639A KR20080016639A KR100830516B1 KR 100830516 B1 KR100830516 B1 KR 100830516B1 KR 1020080016639 A KR1020080016639 A KR 1020080016639A KR 20080016639 A KR20080016639 A KR 20080016639A KR 100830516 B1 KR100830516 B1 KR 100830516B1
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South Korea
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vertical
angle
horizontal
laser pointer
sliding
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KR1020080016639A
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Korean (ko)
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강창보
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주식회사 진광건설 엔지니어링 건축사사무소
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C3/00Measuring distances in line of sight; Optical rangefinders

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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Architecture (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

A measurement apparatus for a separation error of a pylon using a laser pointer is provided to perform measurement for the separation error with one measurer who is able to deal with a laser pointer. A measurement apparatus for a separation error of a pylon using a laser pointer includes inner measurement frames(10,10a,10b,10c), a base panel(20), and a pointer measurement unit(30). The inner measurement frames are closely fixed to insides of a horizontal surface(41) and a vertical surface(42) of angle-type metal bases(40,40a,40b,40c). The base panel is fixed at the cross point of diagonal lines of the angle-type metal bases. The pointer measurement unit irradiates a laser pointer to the angle-type metal bases and shows the separation error.

Description

송전철탑용 레이저 포인터 각입오차 측정구{Measurement apparatus for separation error of power transmission tower posts using laser pointer}Measurement apparatus for separation error of power transmission tower posts using laser pointer}

본 발명은 송전철탑용 레이저 포인터 각입오차 측정구에 관한 것으로서, 보다 상세하게는 철탑 건설공사시 철탑주각재의 각입 오차를 보다 간편하게 측정함으로써, 각입 시공 및 검사시간을 단축시킴과 더불어 정확한 철탑시공을 제공할 수 있고, 각입 오차 측정시 2인의 인원이 필요 없이 광파기를 다룰 수 있는 사람이라면 누구나 혼자서 수시로 각입 오차를 측정할 수 있어 사용이 보다 간편한 송전철탑용 레이저 포인터 각입오차 측정구에 관한 것이다. The present invention relates to a laser pointer angle measurement error measuring instrument for transmission tower, and more specifically, by measuring the angle error of the steel tower casting material more easily during the construction of the steel tower, while reducing the construction time and inspection time and accurate construction of the steel tower Anyone who can handle the optical wave without the need for two people when measuring the angle error can provide a laser pointer angle error measuring instrument for a transmission tower easier to use because it can measure the angle error alone.

일반적으로 송전철탑을 건설하기 위해 시공되는 철탑은 다수의 앵글을 볼트로 체결하고, 철탑의 상단에 고압선을 연결설치할 수 있도록 고압선 연결부재를 설치한 앵글 격자형의 구조물로서, 그 설계제작 및 설치에 많은 시간과 노력이 소요된다.In general, steel towers constructed for the construction of transmission towers are angle-grid structures in which high-voltage cable connecting members are installed to fasten a plurality of angles with bolts and connect high-voltage cables to the top of the steel tower. It takes a lot of time and effort.

그리고 철탑의 하부에는 철탑을 지지하는 4개의 기둥재가 지상에 각입 시공되는바, 이를 철탑주각재라 하며 이 철탑주각재의 각입을 정확히 하여야 철탑이 오차 없이 안정적인 설치가 이루어진다.In addition, four pillars supporting the steel tower are built into the ground at the bottom of the steel tower, which is called steel tower shell material, and the steel tower can be stably installed without any errors when the steel tower shell material is correctly placed.

즉, 관련규정에 따르면 상기 철탑주각재의 각입 오차가 설계치의 ±1㎜ 이내로 된 기준치를 만족하여야 하지만 이 기준치가 불명확하고, 또한 상기 철탑주각재를 회전의 기준치를 철탑기초재 선단의 중심 오차 길이로 시행하고 있으나, 철탑기초재의 규격에 따라 각도에 대한 길이가 다르기 때문에 철탑기초재 규격별 1㎜ 당 회전각도 오차율이 최대 2배가 발생하게 된다.That is, according to the related regulations, the angle of error of the steel tower casting material must satisfy the standard value within ± 1mm of the design value, but this standard value is unclear, and the standard error length of rotating the steel tower casting material is the center error length of the tip of the steel tower base material. Although the length of the angle varies according to the specification of the steel base material, the error rate of rotation angle per 1 mm for each steel base material standard is generated up to 2 times.

한편, 종래의 각입 오차의 측정방법은, 거리측정은 측량기에서 철탑기초재까지의 거리를 일일이 줄자로서 측정하고, 고저차의 측정은 수준측량 및 스타디아 측량에 사용되는 단면이 함형의 자인 스태프(staff)를 사용하여 측정하였다.On the other hand, in the conventional measurement method of the angle error, the distance measurement is measured by measuring the distance from the instrument to the base of the iron tower every day, and the measurement of the height difference is a staff of the cross section used for level measurement and stadia survey ) Was measured.

그러나 이와 같은 각입 오차의 측정방법은 측정이 매우 번거롭고 혼자서는 측정이 불가능하여 측량기를 측정하는 사람과, 줄자 및 스태프를 측정하는 사람이 항상 2인 일조로 각입 오차를 측정해야 하는 문제점이 있었다.However, the measurement method of the angle error is very cumbersome and cannot be measured alone, so the person measuring the instrument and the person measuring the tape measure and the staff should always measure the angle error in a pair of two.

이러한 문제점을 해결하기 위해, 철탑주각재의 회전오차 측정용 표준 측정자가 등록된바 그 구성을 살펴보면, 전방부가 절개되어 일정 넓이의 접촉면을 가지면서 후방에서부터 전방으로 갈수록 그 폭이 경사지게 증대되는 삼각형상의 측정자 몸체가 구비되고, 상기 측정자 몸체의 후방에 좌우로 대칭되는 눈금자가 구비된 소폭의 측정면이 형성되며, 상기 측정면의 눈금자 0점으로부터 상기 측정자 몸체의 상부면을 따라 수직되게 그어지는 중심선이 형성되고, 상기 중심선의 상부쪽 선단에 기준점이 표시되어 이 기준점을 철탑기초재의 중심점과 일치시킴으로써, 상기 철탑기초재의 중심점과 측정자 몸체의 중심선이 일치되는지의 여부를 측정하도록 구성된다.In order to solve this problem, a standard measurer for measuring the rotational error of the pylon column member is registered. Looking at the configuration, the front part is cut and has a contact surface of a certain width, and the width of the triangle is gradually increased from the rear to the front. A measurer body is provided, and a narrow measuring surface having a ruler that is symmetrical to the left and right at the rear of the measurer body is formed, and a centerline drawn vertically along the upper surface of the measurer body from the ruler zero point of the measuring surface. And a reference point is displayed at an upper end of the center line to match the reference point with the center point of the pylon base material, thereby measuring whether the center point of the pylon base material and the center line of the measurer body coincide.

그러나, 이 역시 거리의 각입 오차의 측정방법은 측정이 매우 번거롭고 오차를 정확성이 떨어질 뿐만 아니라 회전오차의 측정만이 가능하므로 측량기에서 철탑기초재 까지의 거리의 측정은 역시 줄자로서 측정해야 하는 번거로운 문제점이 있었다.However, this method of measuring the angle of error of distance is very troublesome to measure and the error is not accurate, and only the measurement of the rotational error is possible, so the measurement of the distance from the instrument to the pylon base material has to be measured with a tape measure. There was this.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로서, 철탑 건설공사시 철탑주각재의 각입 오차를 보다 간편하게 측정함으로써, 각입 시공 및 검사시간을 단축시킴과 더불어 정확한 철탑시공을 제공할 수 있고, 각입 오차 측정시 2인의 인원이 필요 없이 광파기를 다룰 수 있는 사람이라면 누구나 혼자서 수시로 각입 오차를 측정할 수 있어 사용이 보다 간편한 송전철탑용 레이저 포인터 각입오차 측정구를 제공함에 그 목적이 있다.The present invention is to solve the problems as described above, by measuring the angle of error of the steel tower casting material more easily during the construction of the steel tower, it is possible to provide a precise construction of the steel tower while reducing the angle of construction and inspection time, angle of error Anyone who can handle the optical wave without the need of two people at the time of measurement can measure the angle error by itself from time to time, so the purpose is to provide a laser pointer angle error measuring instrument for easier transmission tower.

이와 같은 목적을 달성하기 위하여, 본 발명은 평면이 정사각형상으로 90도 직각을 이루는 수직면과 수평면을 갖는 앵글형 철탑기초재의 내측면에 밀착 가능하도록 90도 직각을 이루는 수직밀착선단면과 수평밀착선단면이 각각 형성되고, 수직밀착선단면과 수평밀착선단면이 만나는 모서리의 대각선방향 중심측에는 수직절단면이 형성되며, 수직절단면 중심에는 좌우측과 상하측으로 눈금자가 십자형상으로 형성되고, 상면에는 상기 수직밀착선단면과 수평밀착선단면 상측으로 슬라이딩장공을 갖는 ㄴ자형상의 작동돌부가 형성되며, 슬라이딩장공에는 ㄱ자형상으로 수직부 상하측에 접촉링이 감겨지고 수평부 선단부에 외측나사부를 갖는 밀착곡바가 형성되되 수평부 선단의 외측나사부에는 슬라이딩링이 체결고정되어 슬라이딩장공 내측에서 슬라이딩이동되고 슬라이딩장공 선단 내주연에는 밀착곡바의 수평부가 관통되는 관통공을 갖고 체결고정되는 이탈방지마개가 고정설치되며 슬라이딩장공 내에서 이탈방지마개와 슬라이딩링 사이에는 밀착곡바를 탄성으로 슬라이딩장공 내측으로 당기는 탄성스프링이 각각 형성되는 내측면측정틀과;In order to achieve the above object, the present invention is a vertical contact line section and a horizontal contact line section having a 90 degree right angle so that the plane can be in close contact with the inner surface of the angle-type iron tower base material having a vertical plane and a horizontal plane forming a 90 degree right angle in a square shape. Are formed respectively, and a vertical cutting surface is formed at the center of the diagonal direction of the corner where the vertical contact line section and the horizontal contact line cross section are formed, and the ruler is formed in a cross shape at the left and right sides at the center of the vertical cutting plane, and the vertical contact line on the upper surface. An N-shaped operation protrusion having a sliding hole is formed on the cross-section and the horizontal contact end face. The sliding hole has an A-shaped contact ring wound on the upper and lower sides of the vertical part, and a contact curved bar having an external thread on the horizontal end part. A sliding ring is fastened to the outer thread of the end of the horizontal part, so In the inner periphery of the sliding long hole tip, there is a through hole through which the horizontal part of the close contact ball bar penetrates, and a stopper stopper which is fastened and fixed is fixedly installed.In the sliding long hole, the close contact bar has elasticity between the stopper stopper and the sliding ring. An inner surface measuring frame each having an elastic spring pulled therein;

상기 내측면측정틀의 수직절단면 눈금자 중심측이 각각 대각선으로 교차하는 지점에 고정볼트에 의해 안착고정되는 정육면형상의 판체로 대각선과 마주하는 십자요홈을 갖는 베이스패널과;A base panel having a cruciform groove facing the diagonal with a cube-shaped plate seated by fixing bolts at points where the centers of the vertical cutting plane rulers of the inner surface measuring frame cross diagonally;

상기 베이스패널의 십자요홈에 끼움안착되는 +자형상의 판체로 각 선단면 중심에는 상기 내측면측정틀의 수직절단면 눈금자 중심측의 연장선상에 레이저 포인터가 형성되어 커버에 의해 밀폐되는 배터리의 전력으로 상면의 온오프스위치에 의해 온 오프되고, 내부의 제어판에 의해 작동되는 포인터측정구를 구비하는 특징이 있다.A + -shaped plate fitted into the cruciform groove of the base panel. A laser pointer is formed on an extension line of the center of the vertical cutting plane ruler of the inner surface measuring frame at the center of each end face. It is characterized by having a pointer measuring instrument that is turned on and off by an on / off switch of and operated by an internal control panel.

이와 같이, 본 발명은 철탑 건설공사시 철탑주각재의 각입 오차를 보다 간편하게 측정함으로써, 각입 시공 및 검사시간을 단축시킴과 더불어 정확한 철탑시공을 제공할 수 있고, 각입 오차 측정시 2인의 인원이 필요 없이 광파기를 다룰 수 있는 사람이라면 누구나 혼자서 수시로 각입 오차를 측정할 수 있어 사용이 보다 간편한 효과가 있다.As such, the present invention can more easily measure the angle error of the cast iron tower during the construction of the steel tower, thereby reducing the construction time and inspection time, and providing accurate steel tower construction. Anyone who can handle the light wave without it can measure the angle of error from time to time alone, making it easier to use.

본 발명은 상술한 특정의 바람직한 실시 예에 한정되지 아니하며, 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형 실시가 가능한 것은 물론이고, 그와 같은 변경은 청구범위 기재의 범위 내에 있게 된다.The present invention is not limited to the above-described specific preferred embodiments, and various modifications can be made by those skilled in the art without departing from the gist of the present invention as claimed in the claims. Of course, such changes will fall within the scope of the claims.

이하, 본 발명을 첨부된 도면에 의해 보다 상세하게 설명하면 다음과 같다.Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.

도 1은 본 발명 실시 예인 송전철탑용 레이저 포인터 각입오차 측정구의 시공모습을 보인 사시도이고, 도 2는 본 발명 실시 예인 송전철탑용 레이저 포인터 각입오차 측정구의 체결모습을 보인 분리 사시도이며, 도 3은 본 발명 실시 예인 송전철탑용 레이저 포인터 각입오차 측정구의 내측면측정틀의 밀착곡바 작동모습을 보인 요부확대 측단면도이고, 도 4는 본 발명 실시 예인 송전철탑용 레이저 포인터 각입오차 측정구의 시공모습을 보인 평면도이다.1 is a perspective view showing the construction of the laser pointer angle error measuring sphere for the transmission tower according to the embodiment of the present invention, Figure 2 is an exploded perspective view showing a fastening view of the laser pointer angle error measuring sphere for the transmission tower according to the embodiment of the present invention, Figure 3 4 is an enlarged side cross-sectional view showing an enlarged portion of the inner working surface measuring frame of the laser pointer angle measurement error measuring instrument for a transmission tower according to an embodiment of the present invention, Figure 4 is a construction view of the laser pointer angle measurement error measuring instrument for a transmission tower according to an embodiment of the present invention. Top view.

참고로 본 발명을 설명함에 있어 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 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 a related known function or configuration may unnecessarily obscure the gist of the present invention, the detailed description thereof is omitted.

또한, 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운영자의 의도 또는 관례 등에 따라 달라질 수 있다.In addition, terms to be described below are terms defined in consideration of functions in the present invention, which may vary according to the intention or convention 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 송전철탑용 레이저 포인터 각입오차 측정구는, 앵글형 철탑기초재(40,40a,40b,40c)의 수평면(41)과 수직면(42) 내측에 밀착고정되는 내측면측정틀(10,10a,10b,10c)과, 앵글형 철탑기초재(40,40a,40b,40c)의 대각선 교차점에 고정되는 베이스패널(20)과, 베이스패널(20)에 안착되어 앵글형 철탑기초재(40,40a,40b,40c)에 레이저 포인터를 쏘아 오차를 표시하는 포인터측정구(30)로 구성된다.Laser pointer angle measurement measuring instrument for transmission tower of the present invention, the inner surface measuring frame (10, 10a, fixed in close contact with the horizontal surface 41 and the vertical surface 42 of the angle-type iron tower base material (40, 40a, 40b, 40c) 10b, 10c, the base panel 20 fixed to the diagonal intersection of the angle-type pylon base material (40, 40a, 40b, 40c), and the angle-type pylon base material (40, 40a, 40b) seated on the base panel 20 And 40c), a pointer measuring instrument 30 which displays an error by shooting a laser pointer.

상기 내측면측정틀(10,10a,10b,10c)은 평면이 정사각형상으로 90도 직각을 이루는 수직면(42)과 수평면(41)을 갖는 앵글형 철탑기초재(40,40a,40b,40c)의 내측면에 밀착 가능하도록 90도 직각을 이루는 수직밀착선단면(18)과 수평밀착선단면(17)이 각각 형성되고, 수직밀착선단면(18)과 수평밀착선단면(17)이 만나는 모서리의 대각선방향 중심측에는 수직절단면(19)이 형성되며, 수직절단면(19) 중심에는 좌우측과 상하측으로 눈금자(19a)가 십자형상으로 형성되고, 상면에는 상기 수직밀착선단면(18)과 수평밀착선단면(17) 상측으로 슬라이딩장공(15a)을 갖는 ㄴ자형상의 작동돌부(15)가 돌출형성되며, 슬라이딩장공(15)에는 ㄱ자형상으로 수직부(12) 상하측에 접촉링(12a)이 각각 감겨지고 수평부(13) 선단부에 외측나사부(13a)를 갖는 밀착곡바(11,11a)가 각각 형성되되 수평부(13) 선단의 외측나사부(13a)에는 슬라이딩링(13b)이 체결고정되어 슬라이딩장공(15a) 내측에서 슬라이딩이동되고 슬라이딩장공(15a) 선단 내주연에는 밀착곡바(11,11a)의 수평부(13)가 관통되는 관통공(16a)을 갖고 체결고정되는 이탈방지마개(16)가 고정설치되며 슬라이딩장공(15a) 내에서 이탈방지마개(16)와 슬라이딩링(13b) 사이에는 밀착곡바(11,11a)를 탄성으로 슬라이딩장공(15a) 내측으로 당기는 탄성스프링(14)이 각각 형성된다. The inner surface measuring frame (10, 10a, 10b, 10c) of the angle-type iron tower base material (40, 40a, 40b, 40c) having a vertical plane 42 and a horizontal plane 41, the plane of which is at a right angle to the square 90 degrees The vertical contact end face 18 and the horizontal contact end face 17 which form a 90 degree right angle so as to be in close contact with the inner side face are formed, respectively, and the vertical contact end face 18 and the horizontal contact end face 17 meet each other. A vertical cutting surface 19 is formed at the center of the diagonal direction, and at the center of the vertical cutting surface 19, a ruler 19a is formed in a cross shape at the left and right sides and the upper and lower sides, and the vertical contact surface 18 and the horizontal contact line are at the upper surface. (17) The N-shaped operation protrusion 15 having a sliding long hole 15a upwardly protrudes, and the contact ring 12a is wound around the vertical part 12 in a L-shape at the sliding long hole 15, respectively. At the distal end of the horizontal portion 13, contact curved bars 11 and 11a having outer thread portions 13a are formed, respectively. A sliding ring 13b is fastened and fixed to the outer thread portion 13a of the front end, and the sliding ring 13b is slidably moved inside the sliding long hole 15a. A horizontal portion 13 of the close contact bars 11 and 11a is provided at the inner circumference of the front end of the sliding long hole 15a. The stopper stopper 16 is fastened and fastened with a through hole 16a that is penetrated and is installed between the stopper stopper 16 and the sliding ring 13b in the sliding long hole 15a. Elastic springs 14 for pulling the inner side of the sliding long hole 15a to each other are formed.

상기 베이스패널(20)은 앵글형 철탑기초재(40,40a,40b,40c)의 대각선 교차점에 고정되는 패널로, 상기 내측면측정틀(10,10a,10b,10c)의 수직절단면(19) 눈금자(19a) 중심측이 각각 대각선으로 교차하는 지점에 고정볼트(22)에 의해 안착고정되어 중심측에서 대각선과 마주하는 십자요홈(21)을 갖는다. The base panel 20 is a panel fixed to diagonal intersections of the angle-type pylon base materials 40, 40a, 40b, and 40c, and a ruler for vertical cutting planes 19 of the inner measuring frame 10, 10a, 10b, or 10c. (19a) The center side has a cruciform groove 21 facing the diagonal from the center side is fixed by the fixing bolt 22 at the point where they cross each diagonal.

상기 포인터측정구(30)는 베이스패널(20)의 십자요홈(21)에 안착되어 앵글형 철탑기초재(40,40a,40b,40c)에 레이저 포인터를 쏘아 오차를 표시하는 +자형상의 판체로, 각 선단면 중심에는 상기 내측면측정틀(10,10a,10b,10c)의 각 수직절단면(19) 눈금자(19a) 중심측의 연장선상에 레이저 포인터(31,31a,31b,31c)가 각각 형성되어 커버(35)에 의해 밀폐되는 배터리(34)의 전력으로 상면의 온오프스위치(32)에 의해 온 오프되고 내부의 제어판(33)에 의해 작동된다. The pointer measuring instrument 30 is a + -shaped plate that is mounted on the cross recess 21 of the base panel 20 and shoots a laser pointer on the angle-type pylon base materials 40, 40a, 40b, and 40c to indicate an error. Laser pointers 31, 31a, 31b, and 31c are formed at the centers of the front end measuring frames 10, 10a, 10b, and 10c on the extension lines of the centers of the vertical cutting planes 19 and the ruler 19a, respectively. To be turned on and off by the on / off switch 32 on the upper surface with the power of the battery 34 sealed by the cover 35 and operated by the control panel 33 inside.

이와 같은 본 발명은, 내측면측정틀(10,10a,10b,10c)을 사방의 앵글형 철탑기초재(40,40a,40b,40c) 내측면에 탄성스프링(14)에 의해 인력이 작용하는 밀착곡바(11,11a)로 수평면(41)과 수직면(42)에 각각 지지고정시킨 상태에서, 수평면(410과 수직면(42)의 모서리 연장선상에 형성된 대각선의 교차점에 베이스패널(20)의 십자요홈(21)이 위치되도록 고정볼트(22)로 고정시킨다.In the present invention as described above, the inner surface measuring frame (10, 10a, 10b, 10c) in close contact with the attraction force by the elastic spring 14 on the inner surface of the angle-type iron tower base material (40, 40a, 40b, 40c) Cruciform grooves of the base panel 20 at diagonal intersections formed on the edge extension lines of the horizontal plane 410 and the vertical plane 42 with the curved bars 11 and 11a fixed to the horizontal plane 41 and the vertical plane 42, respectively. Fix with a fixing bolt 22 so that the 21 is positioned.

이 상태에서 베이스패널(20)의 십자요홈(21)에 포인터측정구(30)를 안착시킨 다음, 배터리(34)를 충전시킨 상태에서 온오프스위치(32)를 온시키면, 레이저 포인터(31,31a,31b,31c)는 사면의 내측면측정틀(10,10a,10b,10c) 수직절단면(19)의 눈금자(19a) 중심으로 레이터 포인터(31,31a,31b,31c)를 발광시켜 점으로 표시하게 된다.In this state, the pointer measuring instrument 30 is seated in the cross recess 21 of the base panel 20. Then, when the on-off switch 32 is turned on while the battery 34 is charged, the laser pointer 31, 31a, 31b, and 31c emit light to the point by illuminating the radar pointers 31, 31a, 31b, and 31c around the ruler 19a of the vertical cutting plane 19 of the inner surface measuring frame 10, 10a, 10b, 10c of the slope. Will be displayed.

작업자는 이때, 사면의 내측면측정틀(10,10a,10b,10c) 수직절단면(19)의 눈금자(19a) 중심에 점으로 표시된 레이터 포인터(31,31a,31b,31c)를 확인하여 눈금자(19a)에서 읽어 각입오차를 측정하면 된다.At this time, the operator checks the ruler pointer (31,31a, 31b, 31c) indicated by a dot at the center of the ruler (19a) of the vertical cutting plane (19) of the inner surface measuring frame (10, 10a, 10b, 10c) of the slope. Read out in 19a) to measure the angle error.

도 1은 본 발명 실시 예인 송전철탑용 레이저 포인터 각입오차 측정구의 시공모습을 보인 사시도, 1 is a perspective view showing the construction of the laser pointer angle measurement error measuring sphere for the embodiment of the present invention,

도 2는 본 발명 실시 예인 송전철탑용 레이저 포인터 각입오차 측정구의 체결모습을 보인 분리 사시도, Figure 2 is an exploded perspective view showing the fastening of the laser pointer angle measurement error measuring sphere for the embodiment of the present invention,

도 3은 본 발명 실시 예인 송전철탑용 레이저 포인터 각입오차 측정구의 내측면측정틀의 밀착곡바 작동모습을 보인 요부확대 측단면도, Figure 3 is an enlarged side cross-sectional view showing the main portion of the operation of the close contact bar of the inner measuring frame of the laser pointer angle angle measurement instrument for transmission tower according to the embodiment of the present invention,

도 4는 본 발명 실시 예인 송전철탑용 레이저 포인터 각입오차 측정구의 시공모습을 보인 평면도.Figure 4 is a plan view showing the construction of the laser pointer angle angle measurement instrument for transmission tower according to the embodiment of the present invention.

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

10,10a,10b,10c : 내측면측정틀 11,11a : 밀착곡바10,10a, 10b, 10c: inner measuring frame 11,11a: close contact bar

12 : 수직부 12a : 접촉링12: vertical portion 12a: contact ring

13 : 수평부 13a : 외측나사부13: horizontal portion 13a: outer thread portion

13b : 슬라이딩링 14 : 탄성스프링13b: sliding ring 14: elastic spring

15 : 작동돌부 15a : 슬라이딩장공15: operation protrusion 15a: sliding long hole

16 : 이탈방지마개 16a : 관통공16: escape stopper 16a: through hole

17 : 수평밀착선단면 18 : 수직밀착선단면17: horizontal contact line section 18: vertical contact line section

20 : 베이스패널 21 : 십자요홈20: base panel 21: cross recess

30 : 포인터측정구 31,31a,31b,31c : 레이저포인터30: pointer measuring sphere 31,31a, 31b, 31c: laser pointer

32 : 온오프스위치 33 : 제어판32: on-off switch 33: control panel

34 : 배터리 35 : 커버34: battery 35: cover

40,40a,40b,40c : 앵글형 철탑기초재40,40a, 40b, 40c: Angle type steel tower base material

41 : 수평면 42 : 수직면41: horizontal plane 42: vertical plane

Claims (1)

평면이 정사각형상으로 90도 직각을 이루는 수직면과 수평면을 갖는 앵글형 철탑기초재의 내측면에 밀착 가능하도록 90도 직각을 이루는 수직밀착선단면과 수평밀착선단면이 각각 형성되고, 수직밀착선단면과 수평밀착선단면이 만나는 모서리의 대각선방향 중심측에는 수직절단면이 형성되며, 수직절단면 중심에는 좌우측과 상하측으로 눈금자가 십자형상으로 형성되고, 상면에는 상기 수직밀착선단면과 수평밀착선단면 상측으로 슬라이딩장공을 갖는 ㄴ자형상의 작동돌부가 형성되며, 슬라이딩장공에는 ㄱ자형상으로 수직부 상하측에 접촉링이 감겨지고 수평부 선단부에 외측나사부를 갖는 밀착곡바가 형성되되 수평부 선단의 외측나사부에는 슬라이딩링이 체결고정되어 슬라이딩장공 내측에서 슬라이딩이동되고 슬라이딩장공 선단 내주연에는 밀착곡바의 수평부가 관통되는 관통공을 갖고 체결고정되는 이탈방지마개가 고정설치되며 슬라이딩장공 내에서 이탈방지마개와 슬라이딩링 사이에는 밀착곡바를 탄성으로 슬라이딩장공 내측으로 당기는 탄성스프링이 각각 형성되는 내측면측정틀과;A vertical and horizontal contact line section is formed to form a 90 degree right angle and a horizontal contact line section, respectively, so that the plane can be in close contact with the inner surface of an angle-type iron tower base material having a vertical plane and a horizontal plane at a right angle of 90 degrees. A vertical cutting surface is formed at the center of the diagonal direction of the edge where the contact line meets, and a vertical ruler is formed crosswise at the left and right sides at the center of the vertical cutting surface, and a sliding hole is formed at the top of the vertical contact line and the horizontal contact line at the upper surface. It has an N-shaped working protrusion, and the sliding hole has an A-shaped contact ring wound up and down on the vertical part, and a close contact bar having an outer threaded portion is formed at the front end of the horizontal part, and the sliding ring is fastened to the outer threaded part of the horizontal end. Fixed and sliding inside the sliding hole, An inner stopper having a through hole through which the horizontal part of the close contact bar is penetrated, and a stopper stopper fastened and secured is fixedly installed, and an elastic spring is formed between the stopper stopper and the sliding ring to pull the close contact bar elastically into the sliding hole in the sliding slot. A side measuring frame; 상기 내측면측정틀의 수직절단면 눈금자 중심측이 각각 대각선으로 교차하는 지점에 고정볼트에 의해 안착고정되는 정육면형상의 판체로 대각선과 마주하는 십자요홈을 갖는 베이스패널과;A base panel having a cruciform groove facing the diagonal with a cube-shaped plate seated by fixing bolts at points where the centers of the vertical cutting plane rulers of the inner surface measuring frame cross diagonally; 상기 베이스패널의 십자요홈에 끼움안착되는 +자형상의 판체로 각 선단면 중심에는 상기 내측면측정틀의 수직절단면 눈금자 중심측의 연장선상에 레이저 포 인터가 형성되어 커버에 의해 밀폐되는 배터리의 전력으로 상면의 온오프스위치에 의해 오 오프되고, 내부의 제어판에 의해 작동되는 포인터측정구를 구비하는 송전철탑용 레이저 포인터 각입오차 측정구.A + -shaped plate that fits into the cruciform groove of the base panel. A laser pointer is formed on the extension line of the center of the vertical cutting plane ruler of the inner surface measuring frame at the center of each end face. A laser pointer angle measurement measuring instrument for a transmission tower having a pointer measuring instrument which is turned off by an on / off switch on an upper surface and operated by an internal control panel.
KR1020080016639A 2008-02-25 2008-02-25 Measurement apparatus for separation error of power transmission tower posts using laser pointer KR100830516B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102022996A (en) * 2010-11-03 2011-04-20 河南省电力公司洛阳供电公司 Method for resurvey and pit allocation of power transmission lines in mountainous area

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Publication number Priority date Publication date Assignee Title
KR20010047732A (en) * 1999-11-23 2001-06-15 백승목 Level instrument using laser unit
KR20010073611A (en) * 2000-01-19 2001-08-01 정석태 Vertical-degree management system of elevated construction
JP2001304865A (en) 2000-04-25 2001-10-31 Matsumoto Komuten:Kk Laser vertical detector
KR200381978Y1 (en) 2005-01-24 2005-04-15 동부건설 주식회사 Apparatus for separation error using transmission tower posts

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010047732A (en) * 1999-11-23 2001-06-15 백승목 Level instrument using laser unit
KR20010073611A (en) * 2000-01-19 2001-08-01 정석태 Vertical-degree management system of elevated construction
JP2001304865A (en) 2000-04-25 2001-10-31 Matsumoto Komuten:Kk Laser vertical detector
KR200381978Y1 (en) 2005-01-24 2005-04-15 동부건설 주식회사 Apparatus for separation error using transmission tower posts

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102022996A (en) * 2010-11-03 2011-04-20 河南省电力公司洛阳供电公司 Method for resurvey and pit allocation of power transmission lines in mountainous area

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