KR101019734B1 - Apparatus for adjusting post position and direction of iron tower - Google Patents

Apparatus for adjusting post position and direction of iron tower Download PDF

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Publication number
KR101019734B1
KR101019734B1 KR1020090133199A KR20090133199A KR101019734B1 KR 101019734 B1 KR101019734 B1 KR 101019734B1 KR 1020090133199 A KR1020090133199 A KR 1020090133199A KR 20090133199 A KR20090133199 A KR 20090133199A KR 101019734 B1 KR101019734 B1 KR 101019734B1
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South Korea
Prior art keywords
support
bolt
pillar
tower
outer circumferential
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KR1020090133199A
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Korean (ko)
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유충희
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(주)한국에스코
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • 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
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2207Sockets or holders for poles or posts not used
    • E04H12/2215Sockets or holders for poles or posts not used driven into the ground
    • E04H12/223Sockets or holders for poles or posts not used driven into the ground with movable anchoring elements; with separately driven anchor rods
    • 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
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2284Means for adjusting the orientation of the post or pole

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)

Abstract

PURPOSE: An apparatus for adjusting the position and direction of the base column of an iron tower for power distribution is provided to precisely adjust the arranging state around a base column. CONSTITUTION: An apparatus for adjusting the position and direction of the base column of an iron tower for power distribution comprises a support(100), a height adjusting bar(200), a support column(300), a circular panel(400), and a base column(500). The height adjusting bar is rotatably installed on the support. The support bar ascends and descends according to the rotation of the height adjusting bar. The circular panel is fixed to the top of the support column. The base column is coupled to the circular panel.

Description

송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치{APPARATUS FOR ADJUSTING POST POSITION AND DIRECTION OF IRON TOWER}Power transmission substation distribution tower tower column position and direction angle control device {APPARATUS FOR ADJUSTING POST POSITION AND DIRECTION OF IRON TOWER}

본 발명은 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치에 관한 것으로서, 보다 구체적으로는 철탑의 근간이 되는 기초기둥 부위의 배치상태를 정밀하게 조절가능하도록 하여 그 철탑의 전체적인 형상이 올바르게 형성되도록 하기 위한 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치에 관한 것이다.The present invention relates to an apparatus for adjusting the position and the direction angle of the foundation column of a transmission and distribution distribution tower, and more specifically, to precisely control the arrangement state of the foundation pillar, which is the foundation of the tower, so that the overall shape of the tower is correctly formed. It relates to a power transmission substation distribution tower tower pillar position and direction angle control device for.

일반적으로 송전, 변전, 배전용 철탑이란 철골이나 철주를 소재로 하여 전선을 지지하는데 사용되는 것으로, 선로의 송전전력, 전압, 지형 등에 따라 다르며, 높이가 60m나 되는 것도 있다.In general, transmission, substation, and distribution towers are used to support electric wires based on steel frame or steel column, depending on the transmission power, voltage, and terrain of the track, and may have a height of 60 m.

그런데 상기와 같은 철탑구조에 따르면 상부로 갈수록 점차적으로 뾰족해지는 형상을 갖는 이유로 철탑 기초부에 설치되는 기둥의 각도가 그 철탑 상단의 꼭지점을 향해 정확하게 대응되지 않는 경우, 철탑이 특정 방향으로 기울어지는 문제 가 있다.However, according to the steel tower structure as described above, if the angle of the pillar installed in the base of the tower does not correspond exactly to the vertex of the top of the pylon because the shape is gradually sharpened toward the top, the tower is inclined in a specific direction There is.

본 발명은 상기한 종래 기술의 문제점을 해결하기 위해 안출된 것으로서, 철탑의 전체적인 형상이 올바르게 형성되도록 철탑의 근간이 되는 기초기둥 부위의 배치상태를 정밀하게 조절할 수 있는 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치를 제공하는데 그 목적이 있다.The present invention has been made to solve the above-described problems of the prior art, the position of the transmission pole distribution tower tower transmission and transmission distribution grid that can precisely control the arrangement state of the foundation pillar portion that is the basis of the steel tower so that the overall shape of the tower is correctly formed and The purpose is to provide a direction angle adjustment device.

상기 목적을 달성하기 위하여, 본 발명은, 굴삭된 지면에 타설 시공된 기초콘트리트에 안착되는 받침패널과, 상기 받침패널 중앙부로부터 수직하게 연장되고 지지홈이 형성된 원통부재로 이루어진 받침부와; 상기 받침부의 지지홈에 회전가능하게 삽입되고 회전바가 설치된 회전부재와, 상기 회전부재로부터 수직하게 연장되고 외주면을 따라 나선이 형성된 장볼트로 이루어진 높이조절막대와; 상기 장볼트와 나선결합되는 지지기둥과; 복수개의 상기 지지기둥 상면에 고정되고, 중앙부에 삽입홀이 형성되며, 상면 일측에 일정간격 이격되어 상호간에 대향 설치되는 한 쌍의 방향조절리브가 구비되되, 상기 삽입홀을 사이에 두고 X자 형상으로 복수개의 장공이 형성되고 상면 둘레를 따라서는 상기 삽입홈측으로 지지볼트가 관통설치되는 체결리브가 설치된 원형패널과; 상측 및 하측 각각에 이음플랜지 및 상기 삽입 홀에 끼움되는 하단키가 구비되고, 상기 하단키 위쪽의 외주면으로부터 연장되는 원판이 구비되되, 상기 원판에는 그 원판의 외주면과 동일한 곡률을 갖고 상기 장공과 교차가능하여 체결볼트 및 너트가 결합되도록 하는 라운딩홈이 형성되고, 원판 외주면으로부터 연장되어 한 쌍의 상기 방향조절리브 사이에 배치됨에 따라 그 방향조절리브를 관통하여 설치되는 조절볼트에 의해 좌우로 회전하는 연장부재가 설치된 기초기둥;으로 이루어지는 것을 특징으로 하며, 상기 지지기둥 사이에는 복수개의 지지부재가 더 설치된다.In order to achieve the above object, the present invention, the support panel is mounted to the base concrete placed on the excavated ground, and a support portion consisting of a cylindrical member extending vertically from the center of the support panel and the support groove formed; A height adjusting rod made of a rotating member rotatably inserted into the support groove of the supporting part and provided with a rotating bar, and a long bolt extending vertically from the rotating member and having a spiral formed along an outer circumferential surface thereof; A support pillar spirally coupled to the long bolt; A plurality of direction fixing ribs are fixed to the upper surface of the support pillar, and an insertion hole is formed in the center and spaced apart from each other by a predetermined distance on one side of the upper surface of the support pillar, and having an insertion hole therebetween. A circular panel having a plurality of long holes formed therein and a fastening rib provided with a support bolt penetrating the insertion groove side along an upper circumference thereof; Each of the upper and lower sides is provided with a joint flange and a lower key fitted into the insertion hole and provided with a disk extending from an outer circumferential surface above the lower key, the disk having the same curvature as the outer circumferential surface of the disk and intersecting with the long hole. A rounding groove is formed to enable the fastening bolt and the nut to be coupled to each other. The rounding groove extends from the outer circumferential surface of the disk and is disposed between the pair of the direction adjusting ribs so as to rotate left and right by an adjustment bolt installed through the direction adjusting ribs. Base pillars provided with an extension member; characterized in that consisting of, a plurality of support members are further installed between the support pillars.

상술된 바와 같이, 본 발명에 따른 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치는 받침부에 회전가능하게 고정된 높이조절막대의 회전에 따라 지지기둥이 상승 또는 하강되어 철탑 기초기둥의 배치 높이를 조절할 수 있는 한편으로, 그 지지기둥 상면에 고정된 원형패널과 연결되는 기초기둥의 연장부재를 방향조절리브 사이에서 조절볼트를 통해 좌우로 이동시킬 수 있음에 따라 기초기둥의 방향각도를 조절할 수 있어 철탑의 전체적인 형상이 올바르게 형성되도록 철탑의 근간이 되는 기초기둥 부위의 배치상태를 정밀하게 조정할 수 있다.As described above, the power transmission substation distribution tower tower column position and direction angle adjusting device according to the present invention is the support column is raised or lowered according to the rotation of the height adjustment rod is rotatably fixed to the supporting portion, the height of the foundation tower column On the other hand, it is possible to adjust the direction angle of the foundation column by moving the extension member of the foundation column connected to the circular panel fixed to the upper surface of the support pillar from side to side through the adjustment bolt between the direction adjustment rib. Therefore, it is possible to precisely adjust the arrangement state of the foundation column, which is the foundation of the steel tower, so that the overall shape of the steel tower is correctly formed.

이하, 도면을 참조로 하여 본 발명에 따른 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치를 설명하기로 한다.Hereinafter, with reference to the drawings the power transmission substation distribution tower tower column position and direction angle control device according to the present invention will be described.

도 1은 본 발명에 따른 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치를 도시한 분해사시도이고, 도 2는 본 발명에 따른 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치를 도시한 단면도이다.1 is an exploded perspective view showing a transmission and distribution distribution tower base pillar position and direction angle control device according to the present invention, Figure 2 is a cross-sectional view showing a transmission and distribution distribution tower tower pillar position and direction angle control device according to the present invention. .

본 발명에 따른 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치는 기본적으로 받침부(100)와, 받침부(100)에 회전가능하게 설치되는 높이조절막대(200)와, 높이조절막대(200)의 회전에 따라 승하강되는 지지기둥(300)과, 지지기둥(300) 상면에 고정되는 원형패널(400)과, 원형패널(400)과 결합되는 기초기둥(500)으로 구성된다.Power transmission substation distribution tower tower column position and direction angle adjusting device according to the present invention is basically a support portion 100, a height adjustment rod (200) rotatably installed on the support portion 100, height adjustment rod (200) It is composed of a support pillar 300 which is raised and lowered according to the rotation of the), a circular panel 400 fixed to the upper surface of the support pillar 300, and a foundation column 500 coupled to the circular panel 400.

상기 받침부(100)는 굴삭된 지면에 타설 시공된 기초콘트리트에 안착되는 받침패널(110)과, 받침패널(110) 중앙부로부터 수직하게 연장되고 지지홈이 형성된 원통부재(120)로 이루어진다. 이러한 받침부(100)는 철탑 기초기둥(500)의 무게가 중량임을 감안하여 그 재질을 금속으로 하는 것이 바람직하다.The support part 100 includes a support panel 110 seated on the foundation concrete laid on the excavated ground, and a cylindrical member 120 extending vertically from the center of the support panel 110 and having a supporting groove. The supporting part 100 is preferably made of a metal in consideration of the weight of the steel tower pillar 500 is heavy.

상기 높이조절막대(200)는 받침부(100), 구체적으로는 원통부재(120)에 수직하게 형성된 지지홈에 회전가능하게 삽입되고, 파이프와 같은 도구를 통해 회전을 용이하게 하는 회전바(211)가 설치된 회전부재(210)와, 회전부재(210)로부터 수직하게 연장되고 외주면을 따라 나선이 형성된 장볼트(220)로 이루어져, 받침부(100)에 지지된 상태에서 회전바(211)를 회전시킴에 따라 장볼트(220) 또한 회전하게 된 다.The height adjustment rod 200 is rotatably inserted into the support portion 100, specifically, the support groove formed perpendicular to the cylindrical member 120, the rotation bar 211 to facilitate the rotation through a tool such as a pipe ) Is provided with a rotating member 210 and a long bolt 220 extending vertically from the rotating member 210 and having a spiral along the outer circumferential surface thereof, the rotating bar 211 in a state supported by the support part 100. As it rotates, the long bolt 220 is also rotated.

상기 지지기둥(300)은 장볼트(220)와 결합되는 나선홀이 형성된 것으로, 장볼트(220)의 회전에 따라 상하로 이동가능하게 되어 기초기둥(500)이 배치되는 높이를 조절가능하게 한다.The support pillar 300 is formed with a spiral hole coupled to the long bolt 220, it is possible to move up and down in accordance with the rotation of the long bolt 220 to adjust the height of the base pillar 500 is arranged. .

상기 원형패널(400)은 복수개의 지지기둥(300) 상면에 용접과 같은 방식으로 고정되고, 중앙부에 삽입홀(401)이 형성되며, 상면 일측에 일정간격 이격되어 상호간에 대향 설치되는 한 쌍의 방향조절리브(410)가 구비되는 한편으로, 삽입홀(401)을 사이에 두고 X자 형상으로 복수개의 장공(402)이 형성되며 상면 둘레를 따라서는 삽입홈(401)을 향해 지지볼트(420)가 관통설치되는 체결리브(430)가 구비된 구조를 갖는다.The circular panel 400 is fixed to the upper surface of the plurality of support pillars 300 in the same manner as welding, and an insertion hole 401 is formed in the center, and a pair of upper surfaces spaced apart from each other by a predetermined interval. Directional ribs 410 are provided, while a plurality of long holes 402 are formed in an X shape with the insertion holes 401 interposed therebetween, and the support bolts 420 toward the insertion grooves 401 along the upper circumference thereof. ) Has a structure having a fastening rib 430 installed therethrough.

상기 기초기둥(500)은 상측 및 하측 각각에 그 기초기둥(500) 다음으로 연결되는 연결기둥과의 결합을 위한 이음플랜지(510)와 삽입홀(401)에 끼움되어 기초기둥(500)의 이동범위를 제한하는 하단키(520)가 구비되고, 하단키(520) 위쪽의 외주면으로부터 연장되는 원판(530)이 구비되되, 그 원판(530)에는 원판(530)의 외주면과 동일한 곡률을 갖고 장공(402)과 교차가능하여 체결볼트(540) 및 너트가 결합되도록 하는 라운딩홈(531)이 형성되고, 원판(530) 외주면으로부터 연장되어 한 쌍의 방향조절리브(410) 사이에 배치됨에 따라 그 방향조절리브(410)를 관통하여 설치되 는 조절볼트(540)에 의해 좌우로 회전하는 연장부재(550)가 구비된 구조를 갖는다.The foundation column 500 is fitted to the joint flange 510 and the insertion hole 401 for coupling with the connection pillar connected to the foundation pillar 500 next to the upper and lower sides, respectively, the movement of the foundation pillar 500. The lower key 520 is provided to limit the range, and the lower key 520 is provided with a disk 530 extending from the outer circumferential surface, the disk 530 has the same curvature as the outer circumferential surface of the disk 530 long hole A rounding groove 531 is formed to cross the 402 to allow the fastening bolt 540 and the nut to be coupled to each other, and extends from the outer circumferential surface of the disc 530 to be disposed between the pair of directional ribs 410. It has a structure that is provided with an extension member 550 rotated to the left and right by the adjustment bolt 540 installed through the direction adjustment rib 410.

이와 같은 구조에 따르면, 하단키(520)가 삽입홀(401)로 삽입되고 연장부재(550)가 방향조절리브(410) 사이에 배치되도록 한 상태에서 조절볼트(540)의 길이를 조절함에 따라 연장부재(550)가 좌우로 이동되어 결과적으로 기초기둥(500)의 방향각도가 조절가능하게 되고, 그 연장부재(550)의 이동범위 내에서 장공(402) 및 라운딩홈(531)이 교차가능함에 따라 체결볼트(540) 및 너트를 통해 기초기둥(500)을 원형패널(400)에 고정할 수 있게 되며, 추가적으로 체결리브(430)에 설치되는 지지볼트(420)가 원판(530)의 외주면을 가압 및 지지하게 된다. 여기서 지지볼트(420)가 원판(530)에 견고히 설치되도록 그 원판(530) 외주면에 복수개의 볼트삽입홈을 형성할 수도 있을 것이다.According to this structure, as the lower key 520 is inserted into the insertion hole 401 and the extension member 550 is disposed between the direction adjustment ribs 410 to adjust the length of the adjustment bolt 540 As the extension member 550 is moved left and right as a result, the direction angle of the foundation column 500 is adjustable, and the long hole 402 and the rounding groove 531 can intersect within the moving range of the extension member 550. According to the fastening bolt 540 and the nut can be fixed to the base column 500 to the circular panel 400, the support bolt 420 is additionally installed on the fastening rib 430 is the outer peripheral surface of the disc 530 Press and support. Here, the support bolt 420 may form a plurality of bolt insertion grooves on the outer circumferential surface of the disc 530 to be firmly installed on the disc 530.

한편으로 상기 지지기둥(300) 사이에 복수개의 지지부재(310)를 설치하여 기초기둥(500)의 하중을 지지기둥(300)이 보다 견고히 지탱하도록 하는데, 그 지지기둥(300)이 상하로 이동함에 따라 지지부재(310) 또한 길이가 가변적임과 동시에 양단이 회전가능하게 고정되는 것이 바람직한 이유로, 도면에는 도시되지 않았으나 다음과 같은 구조의 지지부재(310)가 사용될 수 있다.On the other hand, by installing a plurality of support members 310 between the support pillars 300 to support the load of the base pillar 500 more firmly, the support pillar 300 is moved up and down As the support member 310 is also variable in length and at the same time, it is preferable that both ends are rotatably fixed. However, although not shown in the drawing, the support member 310 having the following structure may be used.

양측의 지지기둥(300)에 배치되는 지지부재(310) 양단이 그 지지기둥(300)에 회동가능하게 핀고정되는 고정부를 갖는 제1 및 제2 지지부재로 이루어지되, 제1 지지부재가 제2 지지부재에 형성된 끼움홈에 삽입가능한 크기를 가짐으로써 전체적인 지지부재(310)의 길이가 가변적일 수 있게 되며, 끼움홈 입구측에 절삭홈이 형성된 스토퍼를 설치하고 그 끼움홈에 삽입되는 제2 지지부재 끝단에 이탈방지편을 구비함으로써, 제2 지지부재의 이탈방지편이 그 절삭홈을 통해 끼움홈으로 삽입되도록 한 다음 제2 지지부재를 회전시켜 스토퍼 및 이탈방지편이 제1 및 제2 지지부재의 이탈을 방지하게 된다.Both ends of the support member 310 disposed on the support pillars 300 on both sides may be formed of first and second support members having fixing parts rotatably pinned to the support pillars 300. By having a size that can be inserted into the insertion groove formed in the second support member, the length of the overall support member 310 can be variable, and the stopper is formed at the inlet side of the fitting groove and the stopper having a cutting groove formed therein is inserted into the fitting groove. 2 With the release prevention piece at the end of the support member, the release prevention piece of the second support member is inserted into the fitting groove through the cutting groove, and then the second support member is rotated so that the stopper and the release prevention piece are supported by the first and second support pieces. This prevents the member from detaching.

도 1은 본 발명에 따른 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치를 도시한 분해사시도.1 is an exploded perspective view showing a power transmission substation distribution tower tower pillar position and direction angle control device according to the present invention.

도 2는 본 발명에 따른 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치를 도시한 단면도.Figure 2 is a cross-sectional view showing a power transmission substation distribution tower tower column position and direction angle adjusting device according to the present invention.

Claims (2)

굴삭된 지면에 타설 시공된 기초콘트리트에 안착되는 받침패널(110)과, 상기 받침패널(110) 중앙부로부터 수직하게 연장되고 지지홈이 형성된 원통부재(120)로 이루어진 받침부(100)와;A support part (100) consisting of a support panel (110) seated on a foundation concrete placed on an excavated ground, and a cylindrical member (120) extending vertically from the center of the support panel (110) and having a support groove; 상기 받침부(100)의 지지홈에 회전가능하게 삽입되고 회전바(211)가 설치된 회전부재(210)와, 상기 회전부재(210)로부터 수직하게 연장되고 외주면을 따라 나선이 형성된 장볼트(220)로 이루어진 높이조절막대(200)와;Rotating member 210 is rotatably inserted into the support groove of the support portion 100 and the rotating bar 210 is installed, and the long bolt 220 extending vertically from the rotating member 210 and having a spiral along the outer circumferential surface thereof. Height adjustment bar (200) consisting of; 상기 장볼트(220)와 나선결합되는 지지기둥(300)과;A support pillar 300 spirally coupled to the long bolt 220; 복수개의 상기 지지기둥(300) 상면에 고정되고, 중앙부에 삽입홀(401)이 형성되며, 상면 일측에 일정간격 이격되어 상호간에 대향 설치되는 한 쌍의 방향조절리브(410)가 구비되되, 상기 삽입홀(401)을 사이에 두고 X자 형상으로 복수개의 장공(402)이 형성되고 상면 둘레를 따라서는 상기 삽입홈(401)측으로 지지볼트(420)가 관통설치되는 체결리브(430)가 설치된 원형패널(400)과;It is fixed to a plurality of the support pillar 300, the insertion hole 401 is formed in the center, a pair of direction adjustment ribs 410 are provided to be opposed to each other by a predetermined interval spaced on one side of the upper surface, the A plurality of long holes 402 are formed in an X-shape with an insertion hole 401 interposed therebetween, and a fastening rib 430 having a support bolt 420 installed therethrough is installed along the upper circumference toward the insertion groove 401. A circular panel 400; 상측 및 하측 각각에 이음플랜지(510) 및 상기 삽입홀(401)에 끼움되는 하단키(520)가 구비되고, 상기 하단키(520) 위쪽의 외주면으로부터 연장되는 원판(530)이 구비되되, 상기 원판(530)에는 그 원판(530)의 외주면과 동일한 곡률을 갖고 상기 장공(402)과 교차가능하여 체결볼트(540) 및 너트가 결합되도록 하는 라운딩홈(531)이 형성되고, 원판(530) 외주면으로부터 연장되어 한 쌍의 상기 방향조절리브(410) 사이에 배치됨에 따라 그 방향조절리브(410)를 관통하여 설치되는 조절볼 트(540)에 의해 좌우로 회전하는 연장부재(550)가 설치된 기초기둥(500);으로 이루어지는 것을 특징으로 하는 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치.A lower key 520 fitted to the flange 510 and the insertion hole 401 is provided at each of the upper side and the lower side, and a disc 530 extending from the outer circumferential surface above the lower key 520 is provided. The disc 530 is formed with a rounding groove 531 having the same curvature as the outer circumferential surface of the disc 530 and intersecting with the long hole 402 so that the fastening bolt 540 and the nut are coupled to each other. As extending from an outer circumferential surface is disposed between the pair of direction adjustment ribs 410, an extension member 550 is installed to rotate left and right by an adjustment bolt 540 installed through the direction adjustment rib 410. Foundation pillars 500; power transmission substation distribution tower, pillar position and direction angle control device characterized in that consisting of. 청구항 1에 있어서, The method according to claim 1, 상기 지지기둥(300) 사이에는 복수개의 지지부재(310)가 설치되는 것을 특징으로 하는 송전변전 배전 철탑 기초기둥 위치 및 방향각도 조절장치.Power transmission substation distribution tower tower pillar position and direction angle control device, characterized in that a plurality of support members 310 are installed between the support pillars 300.
KR1020090133199A 2009-12-29 2009-12-29 Apparatus for adjusting post position and direction of iron tower KR101019734B1 (en)

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KR20150049105A (en) * 2013-10-29 2015-05-08 최현규 Connecting a sheet pile for retaining wall
KR101784392B1 (en) * 2017-04-18 2017-10-11 이동호 Construction method for post using foundation structure for post
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CN108729733A (en) * 2018-07-06 2018-11-02 内蒙古大学 A kind of permafrost region transmission tower intelligence repair system
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KR102069315B1 (en) * 2019-09-04 2020-01-22 김기복 Structure for supporting traffic light
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Publication number Priority date Publication date Assignee Title
KR20150049105A (en) * 2013-10-29 2015-05-08 최현규 Connecting a sheet pile for retaining wall
KR101640971B1 (en) * 2013-10-29 2016-07-19 최현규 Connecting a sheet pile for retaining wall
KR101784392B1 (en) * 2017-04-18 2017-10-11 이동호 Construction method for post using foundation structure for post
CN107620513A (en) * 2017-09-15 2018-01-23 国网山东省电力公司临沂供电公司 For raising the truss of electric power line pole tower
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CN113482034A (en) * 2021-06-23 2021-10-08 国网山西省电力公司阳泉供电公司 Deviation rectifying method for uneven settlement of power transmission iron tower
CN113482034B (en) * 2021-06-23 2023-07-14 国网山西省电力公司阳泉供电公司 Deviation correcting method for differential settlement of power transmission tower

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