KR102328875B1 - reinforcement construction method of transmission steel tower - Google Patents

reinforcement construction method of transmission steel tower Download PDF

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KR102328875B1
KR102328875B1 KR1020200079128A KR20200079128A KR102328875B1 KR 102328875 B1 KR102328875 B1 KR 102328875B1 KR 1020200079128 A KR1020200079128 A KR 1020200079128A KR 20200079128 A KR20200079128 A KR 20200079128A KR 102328875 B1 KR102328875 B1 KR 102328875B1
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transmission tower
main body
support
electric transmission
reinforcing
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KR1020200079128A
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Korean (ko)
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이재훈
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주식회사진흥기업
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    • 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
    • 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
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
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Abstract

Disclosed is a method for reinforcing and constructing a main body of an electric transmission tower, wherein: a reinforcing device support body is provided along the outer periphery of an electric transmission tower main body buried in the ground to support the electric transmission tower, and each component can be assembled and constructed, thereby eliminating the need to pour concrete; the reinforcing device support body is provided to be connected to the electric transmission tower main body such that reinforcement and solid support for the electric transmission tower main body supporting the electric transmission tower can be greatly improved and the reinforcing device support body can be simply constructed so as to greatly shorten a construction time thereof, and induce cost reduction in accordance with the construction, thereby obtaining economic efficiency; the reinforcing device support body firmly supports the electric transmission tower installed high against the ground such that it is possible to prevent the electric transmission tower from falling or collapsing even when strong wind blows or an external force acts on the electric transmission tower; and the reinforcing device support body is directly connected to the electric transmission tower main body supporting the electric transmission tower so as to reinforce and support the electric transmission tower main body such that robustness and supportability of the electric transmission tower supported by the electric transmission tower main body as well as the transmission tower main body are greatly improved.

Description

송전철탑의 주체부 보강 시공방법{reinforcement construction method of transmission steel tower}Reinforcement construction method of transmission steel tower

본 발명은 송전철탑의 주체부 보강 시공방법에 관한 것으로, 더욱 상세하게는 전력공급을 위해 발전소에서 생산된 전력을 변전소를 통하여 각 지역으로 공급하는 송전선로를 지지하는 송전철탑의 하부측에 구비되어 지면에 매설되는 송전철탑주체부를 견고하게 보강하는 것에 의해 송전철탑을 견고하게 지지하는 송전철탑의 주체부 보강 시공방법에 관한 것이다.The present invention relates to a method for reinforcing the main body of a transmission tower, and more particularly, it is provided on the lower side of a transmission tower supporting a transmission line that supplies power produced in a power plant to each region through a substation for power supply. The present invention relates to a method for reinforcing the main body of a transmission tower, which firmly supports the transmission tower by firmly reinforcing the main body of the transmission tower buried in the ground.

일반적으로 발전소에서 생산한 전력을 멀리 있는 공장이나 일반 가정 등으로 수송하는 과정을 송전이라 하며, 송전을 위해 사용하는 송전선로를 지지하는 트러스 구조의 탑시설물을 송전철탑이라 한다.In general, the process of transporting electricity produced by a power plant to a distant factory or general home is called transmission, and a tower facility with a truss structure that supports the transmission line used for transmission is called a transmission tower.

또한, 고압의 전류가 흐르는 송전선로는 매우 두껍고 무겁기 때문에 송전철탑은 철재를 이용해 견고한 탑을 만들어서 안전하게 시공되어야 하며, 대개 송전철탑은 보통 강철로 만들어지고 격자브레이스(cross braces)에 의해 연결된 4개 이상의 레그를 가지도록 구성된다.In addition, since the transmission line through which high-voltage current flows is very thick and heavy, the transmission tower must be constructed safely by making a sturdy tower using steel. It is configured to have a leg.

이러한, 송전철탑은 보통 80에서 105피트의 높이로 시공되기 때문에 송전선로의 무게와 바람으로 인한 굽힘과 과도한 흔들림을 견딜 수 있는 적절한 횡방향 강도를 가지도록 제작하고는 있으나, 강풍이나 외부충격 또는 지진과 같은 자연재해에 의해 쉽게 붕괴될 수 있는 구조적강도에 있어서의 문제점이 꾸준히 제시되고 있다.Since these transmission towers are usually constructed at a height of 80 to 105 feet, they are manufactured to have adequate lateral strength to withstand bending and excessive shaking caused by the weight and wind of the transmission line, but strong winds, external shocks, or earthquakes Problems in structural strength, which can be easily collapsed by natural disasters such as these, are constantly being presented.

이에 따라, 송전철탑을 보강하기 위해 송전철탑의 하부에 구비되는 송전철탑주체부가 연결되도록 콘크리트 보강체를 별도 시공하여 송전철탑에 대한 견고한 지지가 가능하도록 하고는 있으나, 이와 같이 콘크리트 보강체를 시공할 경우 현장에서 송전철탑의 둘레지면을 굴착한 후 거푸집 및 철근을 조립 시공한 다음 콘트리트를 타설하여 콘트리트 보강체를 시공함에 따라 시공기간이 길어짐은 물론 이에 따른 시공비용이 증대되는 문제점이 있다.Accordingly, in order to reinforce the transmission tower, a concrete reinforcement body is separately constructed so that the transmission tower main body provided in the lower part of the transmission tower is connected to enable strong support for the transmission tower. In this case, after excavating the surrounding ground of the transmission tower at the site, assembling formwork and reinforcing bars, and then pouring concrete to construct the concrete reinforcement body, there is a problem in that the construction period is prolonged and the construction cost is increased accordingly.

이를 해결하기 위해 콘크리트를 타설하지 않고 송전철탑을 보강하기 위한 다양한 기술들이 안출되고 있는 실정이다.In order to solve this problem, various technologies for reinforcing the transmission tower without pouring concrete have been devised.

종래 기술의 일예로, 등록실용 20-0419865호인 고압전기 철탑 기초부의 보강틀 구조가 안출된 바 있으며, 이는 기초콘크리트에 의해 지지된 고압전기 철탑에 있어서, 상기 고압전기 철탑의 기초부를 보강하는 보강틀을 설치하여 구성하되, 상기 보강틀은 사각형의 고압전기 철탑의 하부측 둘레면에 밀착되는 사각형상의 상부체결틀과, 상기 상부체결틀의 모서리 내면에 상단이 각각 결합되고 하단은 사각형의 하부체결틀에 크로스 결합된 크로스바의 상면에 지지 결합되어 상기 고압전기 철탑의 외곽 다리부와 다수의 체결부재로 결합되도록 형성된 기역자형 체결접합빔과, 상기 사각형의 하부체결틀의 하면에 상단이 각각 결합되고 하단은 뾰족한 형상으로 연약 지반 기초부에 각각 매설되는 다수의 기초보강파일과, 상기 사각형의 상부체결틀과 하부체결틀의 꼭지점끼리를 연결하는 연결부재로 이루어져 있다.As an example of the prior art, the reinforcing frame structure of the high-voltage electric pylon base, which is No. 20-0419865 for the registration room, has been devised, which is a reinforcing frame for reinforcing the base of the high-voltage electric pylon in the high-voltage electric pylon supported by the foundation concrete. The reinforcing frame is a rectangular upper fastening frame that is in close contact with the lower circumferential surface of the rectangular high-voltage electric pylon, and the upper end is coupled to the inner surface of the corner of the upper fastening frame, and the lower end is a rectangular lower fastening frame The upper end is coupled to the lower surface of the rectangular lower fastening frame, and the upper end is coupled to the lower surface of the rectangular lower fastening frame, and the upper end is coupled to the upper surface of the cross bar cross-coupled to the high-voltage electric tower and formed to be coupled to the outer leg part of the high-voltage electric tower and a plurality of fastening members. It consists of a plurality of foundation reinforcing piles respectively embedded in the soft ground foundation in a pointed shape, and a connecting member connecting the vertices of the rectangular upper fastening frame and the lower fastening frame.

이러한 종래 기술은, 고압전기 철탑의 외곽 다리부를 기역자형 체결접합빔으로 다수의 체결부재로 견고하게 결합하고, 연약 지반에는 다수의 기초보강파일을 박아 고정함으로써 고압전기 철탑이 설치되는 연약 지반에서 침하되지 않도록 하고 있다.In this prior art, the outer leg of the high-voltage electricity pylon is firmly coupled with a plurality of fastening members with a girder-type fastening junction beam, and a plurality of foundation reinforcing piles are driven and fixed in the soft ground, thereby subsidence in the soft ground where the high-voltage electric pylon is installed. making sure it doesn't happen.

다른 예로, 등록특허 10-1910436호인 특고압 송전선로의 철탑 안정장치가 안출된 바 있으며, 이는 철탑의 하단지주를 고정하기 위해 지면에 매립된 콘크리트블럭들 사이 정중앙에 일정깊이 형성된 설치홈과 상기 설치홈에 매입 설치되는 설치박스와 상기 설치박스에 내장되는 작동모터와 상기 작동모터의 동력을 받아 회전하는 볼스크류와 상기 볼스크류와 치결합되어 작동모터의 동작에 따라 상기 설치홈 내부에서 승강 또는 하강되는 견인롤블럭과 상기 견인롤블럭에 내장된 다수의 견인롤과 일단은 상기 하단지주에 고정되고 타단은 상기 견인롤에 감긴 다음 다시 인출되어 다른쪽 하단지주에 결속되는 견인와이어를 포함하는 특고압 송전선로의 철탑 안정장치에 있어서, 상기 설치박스의 개방된 상면은 박스커버로 나사체결되어 밀폐되고 상기 박스커버에는 견인와이어가 통과할 수 있도록 와이어통과공이 다수 형성되며 상기 설치박스의 내부 4면 중심에는 슬라이딩가이드홈이 형성되고 상기 견인롤블럭의 중심에는 스크류체결홀이 관통형성되어 상기 볼스크류와 치결합되며 상기 견인롤블럭의 하단 4변 중심에는 상기 슬라이딩가이드홈에 끼워지는 가이드블럭이 돌출되고 상기 견인롤블럭의 내부는 4면에서 일정반경의 롤설치홈이 일정깊이 파여 있어 상기 견인롤이 내장되는 형태로 축고정되는데 상기 견인롤의 축 일단은 롤설치홈의 내벽면에 회전가능하게 축고정되며 타단은 롤설치홈의 개방부를 밀폐하는 설치홈커버 상에 회전가능하게 축 고정되고 상기 견인롤의 외주면에는 와이어견인홈이 나선상으로 2-3피치 형성되며 상기 견인롤블럭의 상면에는 각각 상기 롤설치홈과 연통되게 와이어유도공이 관통 형성되어 이루어져 있다.As another example, Patent Registration No. 10-1910436, a pylon stabilization device for an extra-high voltage transmission line, has been devised, which includes an installation groove formed at a certain depth in the center between concrete blocks embedded in the ground to fix the lower post of the pylon, and the installation An installation box embedded in the groove, an operation motor embedded in the installation box, a ball screw rotating by receiving the power of the operation motor, and the ball screw are toothed and elevate or descend in the installation groove according to the operation of the operation motor Extra high pressure including a pull roll block and a plurality of pull rolls built into the pull roll block, one end fixed to the lower strut, the other end wound around the traction roll, and then drawn out again and bound to the other lower strut. In the pylon stabilization device of a power transmission line, the open upper surface of the installation box is screwed and closed with a box cover, and a plurality of wire through holes are formed in the box cover to allow a traction wire to pass through, and the center of the four inner sides of the installation box A sliding guide groove is formed in the center of the pull roll block, and a screw fastening hole is formed through the center of the pull roll block to engage the ball screw, and a guide block fitted into the sliding guide groove protrudes from the center of the lower four sides of the pull roll block. The inside of the pull roll block has a predetermined depth of roll installation grooves of a certain radius on four sides, and the shaft is fixed in a form in which the pull roll is embedded. It is fixed and the other end is rotatably shaft-fixed on an installation groove cover that seals the opening of the roll installation groove, and wire traction grooves are formed in a spiral shape on the outer circumferential surface of the traction roll by 2-3 pitches, and on the upper surface of the traction roll block, respectively A wire guide hole is formed to communicate with the roll installation groove.

이러한 종래 기술은, 강풍에 의해서도 안전하게 유지될 수 있으면서 송전선의 장력 변화에도 대응하여 안전한 특고압 송전선로를 유지할 수 있도록 하고 있다.This prior art enables a safe extra-high voltage transmission line to be maintained in response to a change in the tension of the transmission line while being safely maintained even by strong winds.

그러나 이러한 종래 기술들은 전자의 경우, 지면에 매설되는 송전철탑의 하부 송전철탑주체부가 아닌 송전철탑의 하부구조와 보강틀이 연결되도록 이루어져 있기 때문에 실질적으로 송전철탑을 지지하는 송전철탑주체부에 대한 보강은 전혀 이루어지지 않는 문제점이 있다.However, in the case of the former, these prior technologies are made to connect the reinforcement frame with the lower structure of the transmission tower rather than the lower transmission tower main body of the transmission tower buried in the ground. There is a problem that it is not done at all.

또한, 보강틀의 하부가 지면에 매설되도록 하고는 있으나 보강틀의 하부를 지면에 매설하기 위해서는 송전철탑의 하부 둘레부로부터 확장하여 지면을 파낸 후 보강틀의 하부를 매설해야 함에 따라 시공성이 떨어지게 되고 이에 따라 시공시간의 지연은 물론 시공비용이 증대되는 문제점이 있다.In addition, although the lower part of the reinforcing frame is buried in the ground, in order to bury the lower part of the reinforcing frame in the ground, the workability is deteriorated as the lower part of the reinforcing frame must be buried after digging up the ground by extending from the lower periphery of the transmission tower. Accordingly, there is a problem in that the construction time is delayed as well as the construction cost is increased.

또한 후자의 경우 역시, 지면에 매설되는 송전철탑의 하부 송전철탑주체부가 아닌 송전철탑의 하부구조와 와이어에 의해 설치박스와 연결되도록 이루어짐에 따라 실질적으로 송전철탑을 지지하는 송전철탑주체부에 대한 보강은 전혀 이루어지지 않는 문제점이 있다.Also, in the latter case, as it is made to be connected to the installation box by a wire and the substructure of the transmission tower, not the main body of the lower transmission tower of the transmission tower buried in the ground, reinforcement for the main body of the transmission tower that substantially supports the tower There is a problem that it is not done at all.

특허문헌 1 : 대한민국등록실용 20-0419865호(2006.06.20. 등록)Patent Document 1: Republic of Korea Registered Utility No. 20-0419865 (Registered on June 20, 2006) 특허문헌 2 : 대한민국등록특허 10-1910436호(2018.10.16. 등록)Patent Document 2: Republic of Korea Patent No. 10-1910436 (registered on October 16, 2018)

본 발명은 송전철탑의 하부에 위치되어 지면에 매설되는 복수개 송전철탑주체부의 외측둘레부에 연결 시공되어 송전철탑을 지지하는 복수개 송전철탑주체부를 견고하게 보강하여 송전철탑에 대한 지지성과 견고성을 크게 향상시킬 수 있음은 물론 별도 콘크리트를 타설하지 않고 시공이 가능하여 시공시간의 단축은 물론 시공비용을 크게 절감할 수 있어 경제적인 효율성을 향상시킬 수 있는 송전철탑의 주체부 보강 시공방법을 제공함에 그 목적이 있다.The present invention is connected to the outer periphery of a plurality of transmission tower main parts located at the bottom of the transmission tower and buried in the ground. The purpose is to provide a method for reinforcing the main body of a transmission tower that can be constructed without pouring concrete, as well as shortening construction time and significantly reducing construction costs, thereby improving economic efficiency. There is this.

상기 목적을 달성하기 위한 수단으로 본 발명인 송전철탑의 주체부 보강 시공방법은, 송전철탑주체부가 매설된 지면을 굴착하여 복수개 송전철탑주체부를 노출시키는 제1공정; 노출된 복수개 송전철탑주체부의 둘레면에 보강장치브라켓체를 각각 앙카결합하는 제2공정; 제2공정 후 보강장치브라켓체에 보강장치고정체를 연결하되 보강장치브라켓의 고정체연결구에 일자형 고정지지구를 핀결합 연결하는 것에 의해 복수개 일자형 고정지지구를 송전철탑주체부의 둘레면을 따라 시공하는 제3공정; 제3공정 후 복수개 일자형 고정지지구를 고정연결구로 연결하여 복수개 일자형 고정지지구를 송전철탑주체부 둘레면을 따라 견고하게 고정하는 제4공정; 제4공정 후 복수개 일자형 고정지지구 중 어느 하나의 고정지지구에 지지체연결구를 핀결합한 후 지지체연결구에 보강장치지지체를 연결 시공하는 제5공정; 제5공정 후 굴착된 송전철탑주체부의 둘레부를 매움하는 제6공정으로 구비되어 이루어진다.As a means for achieving the above object, the present invention provides a method for reinforcing the main body of a transmission tower, comprising: a first step of excavating the ground in which the main body of the transmission tower is buried to expose a plurality of main body parts; a second step of anchoring each of the reinforcement device brackets to the exposed circumferential surface of the plurality of transmission tower main parts; After the second process, the reinforcing device fixture is connected to the reinforcing device bracket body, but a plurality of straight-line fixtures are constructed along the circumferential surface of the transmission tower main body by pin-connecting the straight-line fixture to the fixture connector of the reinforcing device bracket. 3 process; a fourth step of firmly fixing the plurality of straight-type fixing supports along the circumferential surface of the transmission tower main body by connecting the plurality of straight-type fixing supports with fixed connectors after the third step; After the fourth process, a fifth process of connecting the reinforcement device support to the support connector after pin coupling the support connector to any one of the plurality of straight-type fixtures; It is provided in the sixth process of filling the perimeter of the excavated transmission tower main body after the fifth process.

본 발명은 송전철탑을 지지하도록 지면에 매설되는 송전철탑주체부의 외측 둘레부를 따라 보강장치지지체가 구비되되 각각의 구성요소들을 모두 조립식으로 시공할 수 있어 콘크리트를 타설하지 않아도 되고 보강장치지지체가 송전철탑주체부와 연결되도록 구비되어 송전철탑을 지지하는 송전철탑주체부에 대한 보강성 및 견고한 지지성이 크게 향상될 수 있음은 물론 시공이 간단하게 이루어짐에 따라 시공시간을 크게 단축할 수 있어 시공에 따른 비용절감을 유도할 수 있어 경제적인 효율성을 얻을 수 있으며 지면에 대해 높게 설치되는 송전철탑을 견고하게 지지함에 따라 강풍이 불거나 외력이 송전철탑에 작용하더라도 송전철탑이 쓰러지거나 붕괴되는 것을 미연에 방지할 수 있을 뿐만 아니라, 송전철탑을 지지하는 송전철탑주체부에 직접 연결되어 송전철탑주체부를 보강 지지하기 때문에 송전철탑주체부는 물론 송전철탑주체부에 의해 지지되는 송전철탑에 대한 견고성 및 지지성이 크게 향상된다.According to the present invention, a reinforcement device support is provided along the outer periphery of the transmission tower main body that is buried in the ground to support the transmission tower, but since each component can be constructed in a prefabricated manner, it is not necessary to pour concrete and the reinforcement device support is a transmission tower It is provided to be connected to the main body and supports the transmission tower, so the reinforcing and solid support of the main body can be greatly improved, and the construction time can be greatly shortened due to the simple construction. Economical efficiency can be obtained by inducing cost reduction, and by firmly supporting the transmission tower that is installed high above the ground, it prevents the tower from collapsing or collapsing even when strong winds blow or external force acts on the tower In addition, since it is directly connected to the main body of the transmission tower that supports the transmission tower and reinforces and supports the main body of the transmission tower, the robustness and supportability of the transmission tower supported by the main body of the transmission tower as well as the main body of the transmission tower are greatly improved. is improved

도 1은 본 발명인 송전철탑의 주체부 보강 시공방법의 공정을 나타낸 공정도이다.
도 2 내지 도 6은 본 발명인 송전철탑의 주체부 보강 시공방법에 의해 송전철탑주체부 외측 둘레부를 따라 보강장치지지체가 위치 시공되는 상태의 공정도이다.
도 7 내지 도 10은 본 발명인 송전철탑의 주체부 보강 시공방법에 의해 송전철탑주체부 내측 둘레부를 따라 보강장치지지체가 위치 시공되는 상태의 공정도이다.
도 11은 본 발명인 송전철탑의 주체부 보강 시공방법의 보강장치고정체 조립 공정도이다.
1 is a process diagram showing the process of the present invention, the main part reinforcement construction method of the transmission tower.
2 to 6 are process diagrams of a state in which the reinforcement device support is positioned and constructed along the outer periphery of the transmission tower main body by the method of reinforcing the main body of the transmission tower according to the present invention.
7 to 10 are process diagrams of a state in which the reinforcement device support is positioned and constructed along the inner periphery of the transmission tower main body by the method of reinforcing the main body of the transmission tower according to the present invention.
11 is a process diagram of assembling a reinforcing device fixture in the method for reinforcing the main body of a transmission tower according to the present invention.

이하, 상기 목적 외에 본 발명의 다른 목적 및 특징들은 첨부 도면을 참조한 실시 예에 대한 설명을 통하여 명백히 드러나게 될 것이다.Hereinafter, in addition to the above objects, other objects and features of the present invention will become apparent through the description of the embodiments with reference to the accompanying drawings.

다르게 정의되지 않는 한, 기술적이거나 과학적인 용어를 포함해서 여기서 사용되는 모든 용어들은 본 발명이 속하는 기술 분야에서 통상의 지식을 가진 자에 의해 일반적으로 이해되는 것과 동일한 의미를 가지고 있다. 일반적으로 사용되는 사전에 정의되어 있는 것과 같은 용어들은 관련 기술의 문맥상 가지는 의미와 일치하는 의미를 가진 것으로 해석되어야 하며, 본 출원에서 명백하게 정의하지 않는 한, 이상적이거나 과도하게 형식적인 의미로 해석되지 않는다.Unless defined otherwise, all terms used herein, including technical and scientific terms, have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. Terms such as those defined in a commonly used dictionary should be interpreted as having a meaning consistent with the meaning in the context of the related art, and should not be interpreted in an ideal or excessively formal meaning unless explicitly defined in the present application. does not

이하에서는, 본 발명의 실시예에 따른 송전철탑의 주체부 보강 시공방법을 첨부된 도면을 참고하여 좀 더 구체적으로 설명한다.Hereinafter, a method for reinforcing the main body of a transmission tower according to an embodiment of the present invention will be described in more detail with reference to the accompanying drawings.

도시된 바와 같이 본 발명은, 송전철탑주체부(1)가 매설된 지면을 굴착하여 복수개 송전철탑주체부(1)를 노출시키는 제1공정(S1)과, 노출된 복수개 송전철탑주체부(1)의 둘레면에 보강장치브라켓체(100)를 각각 앙카결합하는 제2공정(S2)과, 제2공정(S2) 후 보강장치브라켓체(100)에 보강장치고정체(200)를 연결하되 보강장치브라켓(100)의 고정체연결구(120)에 일자형 고정지지구(210)를 핀결합 연결하는 것에 의해 복수개 일자형 고정지지구(210)를 송전철탑주체부(1)의 둘레면을 따라 시공하는 제3공정(S3)과, 제3공정(S3) 후 복수개 일자형 고정지지구(210)를 고정연결구(220)로 연결하여 복수개 일자형 고정지지구(210)를 송전철탑주체부(1) 둘레면을 따라 견고하게 고정하는 제4공정(S4)과, 제4공정(S4) 후 복수개 일자형 고정지지구(210) 중 어느 하나의 고정지지구(210)에 지지체연결구(230)를 핀결합한 후 지지체연결구(230)에 보강장치지지체(300)를 연결 시공하는 제5공정(S5) 및 제5공정(S5) 후 굴착된 송전철탑주체부(1)의 둘레부를 매움하는 제6공정(S6)으로 구비되어 이루어진다.As shown, the present invention includes a first step (S1) of excavating the ground in which the transmission tower main body part 1 is buried to expose a plurality of transmission tower main body parts 1, and a plurality of exposed transmission tower main body parts 1 ) of the second process (S2) of anchoring the reinforcement device bracket body 100 to the circumferential surface, respectively, and after the second process (S2), the reinforcement device fixing body 200 is connected to the reinforcement device bracket body 100, but A method of constructing a plurality of straight-type fixing supports 210 along the circumferential surface of the transmission tower main body (1) by pin coupling and connecting the straight-type fixing support 210 to the fixing body connector 120 of the reinforcement device bracket 100. After the third process (S3) and the third process (S3), the plurality of straight-type fixed supports 210 are connected with the fixed connector 220, and the plurality of straight-type fixed supports 210 are rigidly connected along the circumference of the transmission tower main body (1). After the fourth process (S4) of fixing to a certain degree, and after the fourth process (S4), the support connector 230 is pin-coupled to any one of the plurality of straight-type fixtures 210 by the support connector 230 to the support connector 230 . A fifth process (S5) of connecting the reinforcement device support 300 and a sixth process (S6) of filling the perimeter of the excavated transmission tower main body part (1) after the fifth process (S5) are provided.

본 발명의 제1공정(S1)은 송전철탑이 설치된 지면을 굴착하여 송전철탑을 지지하고 지면에 매설된 복수개 송전철탑주체부(1)를 노출시키는 것으로, 이 때 지면 굴착은 산림허가가 필요한 깊이 또는 산림허가가 필요치 않은 깊이 모두 가능하다.The first process (S1) of the present invention is to excavate the ground where the transmission tower is installed to support the transmission tower and to expose the plurality of transmission tower main body parts 1 buried in the ground. Or any depth that does not require a forest permit.

본 발명의 제2공정(S2)은, 제1공정(S1)에 의해 지면으로부터 노출되는 복수개 송전철탑주체부(1)의 둘레면에 각각 보강장치브라켓체(100)를 앙카결합하는 것으로 보강장치브라켓체(100)를 견고하게 고정한다.In the second step (S2) of the present invention, the reinforcement device by anchoring the reinforcement device bracket body 100 to the circumferential surface of the plurality of transmission tower main body parts 1 exposed from the ground by the first step S1, respectively. The bracket body 100 is firmly fixed.

이 때 보강장치브라켓체(100)는 송전철탑주체부(1)의 둘레면을 따라 4개로 시공될 수 있다.At this time, the reinforcement device bracket body 100 may be constructed in four pieces along the circumferential surface of the transmission tower main body (1).

본 발명의 제3공정(S3)은 제2공정(S2)에 의해 송전철탑주체부(1)에 시공된 보강장치브라켓체(100)에 보강장치고정체(200)를 연결 조립시공하는 것으로, 보강장치고정체(200)의 고정지지구(210)를 보강장치브라켓체(100)에 핀결합하여 조립 시공한다.The third process (S3) of the present invention is to connect and assemble the reinforcement device fixture 200 to the reinforcement device bracket body 100 constructed in the transmission tower main body 1 by the second process S2, The fixing support 210 of the reinforcing device fixing body 200 is pin-coupled to the reinforcing device bracket body 100 to be assembled.

이 때, 보강장치고정체(200)를 먼저 조립시공한 후 보강장치브라켓체(100)에 보강장치고정체(200)를 핀결합하여 조립 시공하면 되는 것으로, 보강장치고정체(200)의 조립은 도시된 바와 같이 4개의 일자형 고정지지구(210)의 상면과 하면을 각각 고정지지구브라켓(220)으로 연결하여 조립하면 된다.At this time, after assembling the reinforcing device fixture 200 first, the reinforcing device fixing body 200 is pin-coupled to the reinforcing device bracket body 100 to assemble the reinforcing device fixture 200 . As shown in the figure, the upper and lower surfaces of the four straight-type fixing supports 210 are respectively connected to the fixing support brackets 220 and assembled.

본 발명의 제4공정(S4)은 제3공정(S3)에 의해 보강장치브라켓체(100)에 연결된 보강장치고정체(200)에 보강장치지지체(300)를 연결하여 조립 시공하는 것으로, 복수개 중량체(330)가 구비된 지지프레임(320)의 일측면 또는 전면에 구비된 보강장치연결브라켓(310)을 조립브라켓(230)으로 보강장치고정체(200)에 조립 시공하면 된다. The fourth process (S4) of the present invention is to connect the reinforcement device support 300 to the reinforcement device fixture 200 connected to the reinforcement device bracket body 100 by the third process S3 to assemble and construct a plurality of The reinforcing device connection bracket 310 provided on one side or the front side of the support frame 320 provided with the weight 330 may be assembled to the reinforcing device fixing body 200 with the assembling bracket 230 .

본 발명은 보강장치지지체(300)가 송전철탑주체부(1)의 외측 둘레부를 따라 위치되도록 시공하거나 또는 송전철탑주체부(1)의 내측 둘레부를 따라 위치되도록 시공할 수 있는 것으로, 도 2 내지 도 6은 보강장치지지체(300)가 송전철탑주체부(1)의 외측 둘레부를 따라 위치되도록 시공하는 것을 도시한 것이며, 도 7 내지 10은 보강장치지지체(300)가 송전철탑주체부(1)의 내측 둘레부를 따라 위치되도록 시공하는 것을 도시한 것이다.According to the present invention, the reinforcement device support 300 can be constructed to be positioned along the outer periphery of the transmission tower main body 1 or to be located along the inner periphery of the transmission tower main body 1, FIGS. 2 to 6 shows the construction so that the reinforcement device support 300 is positioned along the outer periphery of the transmission tower main body 1, and FIGS. 7 to 10 show the reinforcement device support 300 is the transmission tower body part 1 It shows the construction to be located along the inner perimeter of the.

본 발명에서 복수개 송전철탑주체부(1) 및 복수개 보강장치지지체(300)는 도시된 바와 같이 각각 4개로 구비되어 이루어진다.In the present invention, a plurality of transmission tower main body (1) and a plurality of reinforcement device support 300 is provided with four each as shown.

이와 같이 이루어진 본 발명은 4개의 송전철탑주체부(1)를 연결하는 4개의 보강장치지지체(300)에 의해 송전철탑주체부(1)가 견고하게 보강됨에 따라 송전철탑주체부(1)에 의해 지지되는 송전철탑 역시 견고하게 지지될 수 있다.According to the present invention made in this way, as the transmission tower main body part 1 is firmly reinforced by the four reinforcement device supports 300 connecting the four transmission tower main body parts 1, by the transmission tower main body part 1 The supported transmission tower can also be supported firmly.

또한, 복수개 보강장치브라켓체(100)와 복수개 보강장치고정체(200) 및 복수개 보강장치지지체(300)를 현장에서 직접 조립하여 시공할 수 있어 현장에서의 시공작업이 크게 향상될 수 있으며, 간단한 연결작업에 의해 송전철탑주체부(1)에 복수개 보강장치지지체(300)를 연결할 수 있기 때문에 콘크리트를 타설하지 않고도 견고하게 보강장치지지체(300)에 의한 송전철탑주체부(1)를 견고하게 보강지지할 수 있어 시공성은 물론 시공작업성이 크게 향상될 수 있으며 보강장치지지체(300)의 설치높이를 달리하여 관공서의 별도 산림 허가 없이도 시공이 가능하다.In addition, the plurality of reinforcement device bracket body 100, the plurality of reinforcement device fixing body 200, and the plurality of reinforcement device support body 300 can be directly assembled and constructed on site, so that the construction work in the field can be greatly improved, and a simple Since a plurality of reinforcing device supports 300 can be connected to the transmission tower main body 1 by the connection operation, the transmission tower main body 1 can be firmly reinforced by the reinforcing device support 300 without pouring concrete. Because it can support, construction workability as well as constructability can be greatly improved, and the installation height of the reinforcing device support 300 is different, so that construction is possible without a separate forest permit from a government office.

또한, 콘크리트를 타설하지 않기 때문에 시공시간을 크게 단축할 수 있으며 이에 따른 시공비용을 크게 절감할 수 있다.In addition, since the concrete is not poured, the construction time can be greatly shortened and the construction cost can be greatly reduced accordingly.

본 발명의 실시예에 있어서 한정하는 것은 물론 아니며, 상기 제1공정(S1)에 의해 노출되는 송전철탑주체부(1)는 4개로 구비되고, 상기 제2공정(S2)의 송전철탑주체부(1) 둘레면에 앙카결합되는 보강장치브라켓체(100)는 4개로 구비되며, 상기 제5공정(S5)의 지지체연결구(230)에 핀결합되는 보강장치지지체(300)는 4개로 구비되는 송전철탑주체부(1)를 각각 연결하도록 4개로 구비되며, 제5공정(S5)의 보강장치지지체(300)는 4개의 송전철탑주체부(1) 외측 둘레부를 따라 시공되거나 또는 4개의 송전철탑주체부(1) 중 서로 마주보는 송전철탑주체부(1)와 송전철탑주체부(1) 사이사이에 위치 시공되도록 구비되어 이루어질 수 있다.The embodiment of the present invention is not limited, of course, and the transmission tower main body part 1 exposed by the first process (S1) is provided with four, and the transmission tower main part part (1) of the second process (S2) ( 1) The reinforcement device bracket body 100 that is anchored to the circumferential surface is provided in four pieces, and the reinforcement device support body 300 pin-coupled to the support body connector 230 of the fifth step (S5) is provided in four pieces. It is provided with four to connect the pylon main body parts 1, respectively, and the reinforcement device support 300 of the fifth step (S5) is constructed along the outer periphery of the four transmission pylon main parts 1 or four transmission pylon main bodies. It may be provided so as to be positioned and constructed between the transmission tower main body part 1 and the transmission tower main body part 1 facing each other among the parts (1).

이와 같이 보강장치브라켓체(100)와 보강장치고정체(200) 및 보강장치지지체(300)가 송전철탑주체부(1)에 조립되어 연결 시공되기 때문에 기존 콘크리트를 타설하여 송전철탑을 보강하는 것과는 달리 시공시간이 크게 단축됨은 물론 작업성과 작업효율성은 물론 작업편의성이 크게 향상될 뿐만 아니라 이에 따른 경제적인 비용절감 효과도 얻을 수 있다.As described above, since the reinforcement device bracket body 100, the reinforcement device fixture 200, and the reinforcement device support body 300 are assembled and connected to the transmission tower main body 1, it is different from reinforcing the transmission tower by pouring existing concrete. On the other hand, not only construction time is greatly shortened, but also workability and work efficiency as well as work convenience are greatly improved, as well as economic cost reduction effect can be obtained.

본 발명의 상기 일자형 고정지지구(210)를 고정연결구(220)로 시공하는 제4공정(S4)은, 복수개 고정지지구(210)에 상면과 하면에 각각 고정연결구(220)를 밀착시킨 후 복수개 고정지지구(210)에 서로 대응되게 구비되는 복수개 체결구멍(213)에 볼트결합하여 복수개 고정지지구(210)의 상면과 하면이 고정연결구(220)에 각각 연결되도록 구비되어 이루어진다.In the fourth process (S4) of constructing the straight-type fixing support 210 with the fixing connector 220 of the present invention, the fixing connector 220 is attached to the upper and lower surfaces of the plurality of fixing supports 210, respectively, and then a plurality of fixing papers It is bolted to a plurality of fastening holes 213 provided to correspond to each other in the earth 210 so that the upper and lower surfaces of the plurality of fixing supports 210 are respectively connected to the fixing connectors 220 .

이에 따라 시공현장에서 보강장치고정체(200)를 조립 시공할 수 있기 때문에 보강장치고정체(200)의 운반에 따른 공간활용성 향상과 운반의 용이성은 물론 작업성이 크게 향상될 수 있다.Accordingly, since the reinforcing device fixture 200 can be assembled and constructed at the construction site, space utilization and ease of transport as well as workability can be greatly improved according to the transport of the reinforcing device fixture 200 .

더욱이, 본 발명의 상기 제5공정(S5)의 지지체연결구(230)에 보강장치지지체(300)를 연결하는 공정에서, 시공현장에서 즉시 지지체연결구(230)에 보강장치지지체(300)의 지지체브라켓(310)을 연결하여 핀 고정한 후 보강장치지지체(300)에 복수개 중량체(330)를 안착 시공하기 때문에 역시 보강장치지지체(300)의 운반에 따른 공간활용성 향상과 운반의 용이성은 물론 작업성이 크게 향상될 수 있다.Furthermore, in the process of connecting the reinforcement device support 300 to the support connector 230 of the fifth step (S5) of the present invention, the support bracket of the reinforcement device support 300 to the support connector 230 immediately at the construction site Since a plurality of weights 330 are seated and constructed on the reinforcement device support 300 after connecting and fixing the pins, the improvement of space utilization and the ease of transport as well as workability according to the transportation of the reinforcement device support 300 are also performed. This can be greatly improved.

이상과 같이 본 발명에서는 구체적인 구성 요소 등과 같은 특정 사항들과 한정된 실시예 및 도면에 의해 설명되었으나 이는 본 발명의 보다 전반적인 이해를 돕기 위해서 제공된 것일 뿐, 본 발명은 상기의 실시예에 한정되는 것은 아니며, 본 발명이 속하는 분야에서 통상적인 지식을 가진 자라면 이러한 기재로부터 다양한 수정 및 변형이 가능하다.As described above, the present invention has been described with specific matters such as specific components and limited embodiments and drawings, but these are provided to help a more general understanding of the present invention, and the present invention is not limited to the above embodiments. , various modifications and variations are possible from these descriptions by those of ordinary skill in the art to which the present invention pertains.

S1 : 제1공정 S2 : 제2공정
S3 : 제3공정 S4 : 제4공정
S5 : 제5공정 S6 : 제6공정
100 : 보강장치브라켓체 200 : 보강장치고정체
300 : 보강장치지지체
S1: 1st process S2: 2nd process
S3: third process S4: fourth process
S5: 5th process S6: 6th process
100: reinforcing device bracket body 200: reinforcing device fixing body
300: reinforcement device support

Claims (4)

송전철탑주체부(1)가 매설된 지면을 굴착하여 복수개 송전철탑주체부(1)를 노출시키는 제1공정(S1);
노출된 복수개 송전철탑주체부(1)의 둘레면에 보강장치브라켓체(100)를 각각 앙카결합하는 제2공정(S2);
제2공정(S2) 후 보강장치브라켓체(100)에 보강장치고정체(200)를 연결하되 보강장치브라켓(100)의 고정체연결구(120)에 일자형 고정지지구(210)를 핀결합 연결하는 것에 의해 복수개 일자형 고정지지구(210)를 송전철탑주체부(1)의 둘레면을 따라 시공하는 제3공정(S3);
제3공정(S3) 후 복수개 일자형 고정지지구(210)를 고정연결구(220)로 연결하여 복수개 일자형 고정지지구(210)를 송전철탑주체부(1) 둘레면을 따라 견고하게 고정하는 제4공정(S4);
제4공정(S4) 후 복수개 일자형 고정지지구(210) 중 어느 하나의 고정지지구(210)에 지지체연결구(230)를 핀결합한 후 지지체연결구(230)에 보강장치지지체(300)를 연결 시공하는 제5공정(S5);
제5공정(S5) 후 굴착된 송전철탑주체부(1)의 둘레부를 매움하는 제6공정(S6)으로 구비되어 이루어지는 것을 특징으로 하는 송전철탑의 주체부 보강 시공방법.
A first step (S1) of excavating the ground in which the transmission tower main body part (1) is buried to expose a plurality of the transmission tower main body part (1);
a second step (S2) of anchoring each of the reinforcement device bracket bodies 100 to the circumferential surface of the plurality of exposed transmission tower main body parts (1);
After the second process (S2), the reinforcing device fixture 200 is connected to the reinforcing device bracket body 100, but the straight-type fixture 210 is pin-coupled to the fixture connector 120 of the reinforcing device bracket 100. a third step (S3) of constructing a plurality of straight-line fixing supports 210 along the circumferential surface of the transmission tower main body part (1) by the method (S3);
After the third process (S3), the plurality of straight-type fixed supports 210 are connected with the fixed connector 220, and the plurality of straight-shaped fixed supports 210 are firmly fixed along the circumferential surface of the transmission tower main body (1) The fourth process ( S4);
After the fourth process (S4), the support connector 230 is pin-coupled to any one of the plurality of straight-type fixing supports 210, and then the reinforcement device support 300 is connected to the support connector 230. Step 5 (S5);
A method for reinforcing the main body of a transmission tower, characterized in that it is provided in a sixth step (S6) of filling the perimeter of the excavated transmission tower main body (1) after the fifth step (S5).
제1항에 있어서,
상기 제1공정(S1)에 의해 노출되는 송전철탑주체부(1)는 4개로 구비되고,
상기 제2공정(S2)의 송전철탑주체부(1) 둘레면에 앙카결합되는 보강장치브라켓체(100)는 4개로 구비되며,
상기 제5공정(S5)의 지지체연결구(230)에 핀결합되는 보강장치지지체(300)는 4개로 구비되는 송전철탑주체부(1)를 각각 연결하도록 4개로 구비되며,
제5공정(S5)의 보강장치지지체(300)는 4개의 송전철탑주체부(1) 외측 둘레부를 따라 시공되거나 또는 4개의 송전철탑주체부(1) 중 서로 마주보는 송전철탑주체부(1)와 송전철탑주체부(1) 사이사이에 위치 시공되도록 구비되어 이루어지는 것을 특징으로 하는 송전철탑의 주체부 보강 시공방법.
According to claim 1,
The transmission tower main body 1 exposed by the first process S1 is provided with four,
In the second step (S2), the reinforcement device bracket body 100 that is anchored to the circumferential surface of the transmission tower main body 1 is provided in four pieces,
The reinforcement device support 300, which is pin-coupled to the support connector 230 of the fifth step (S5), is provided in four to connect the four transmission tower main body parts 1, respectively,
The reinforcement device support 300 of the fifth step (S5) is constructed along the outer periphery of the four transmission tower main body parts 1, or the transmission tower main body part 1 facing each other among the four transmission tower main body parts 1 A method for reinforcing the main body of a transmission tower, characterized in that it is provided so as to be positioned between the and the main body of the transmission tower (1).
제1항에 있어서,
상기 일자형 고정지지구(210)를 고정연결구(220)로 시공하는 제4공정(S4)은,
복수개 고정지지구(210)에 상면과 하면에 각각 고정연결구(220)를 밀착시킨 후 복수개 고정지지구(210)에 서로 대응되게 구비되는 복수개 체결구멍(213)에 볼트결합하여 복수개 고정지지구(210)의 상면과 하면이 고정연결구(220)에 각각 연결되도록 구비되어 이루어지는 것을 특징으로 하는 송전철탑의 주체부 보강 시공방법.
According to claim 1,
A fourth process (S4) of constructing the straight-type fixing support 210 with the fixing connector 220 is,
After attaching the fixing connectors 220 to the upper and lower surfaces of the plurality of fixing supports 210 , respectively, the plurality of fixing supports 210 are bolted to a plurality of fastening holes 213 provided to correspond to each other. A method for reinforcing the main body of a transmission tower, characterized in that the upper and lower surfaces are provided to be respectively connected to the fixed connector 220.
제1항에 있어서,
상기 제5공정(S5)의 지지체연결구(230)에 보강장치지지체(300)를 연결하는 공정은,
지지체연결구(230)에 보강장치지지체(300)의 지지체브라켓(310)을 연결하여 핀 고정한 후 보강장치지지체(300)에 복수개 중량체(330)를 안착 시공하도록 구비되어 이루어지는 것을 특징으로 하는 송전철탑의 주체부 보강 시공방법.
According to claim 1,
The process of connecting the reinforcement device support 300 to the support connector 230 of the fifth step (S5) is,
Transmission tower characterized in that it is provided so as to seat and construct a plurality of weights 330 on the reinforcement device support 300 after connecting the support bracket 310 of the reinforcement device support 300 to the support connector 230 and fixing the pins. of the main body reinforcement construction method.
KR1020200079128A 2020-06-29 2020-06-29 reinforcement construction method of transmission steel tower KR102328875B1 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200419865Y1 (en) 2006-03-23 2006-06-26 주식회사 대우엔지니어링 Reinforcing structure of foundation part for steel tower to transmit high pressure electricity
KR20140049240A (en) * 2012-10-17 2014-04-25 한국전력공사 Base reinforcement apparatus for installation of helper-tower
KR101910436B1 (en) 2018-09-04 2018-12-28 서천전기공사(주) Pylon Stabilizer for Extra High Voltage Transmission and Distribution Line

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200419865Y1 (en) 2006-03-23 2006-06-26 주식회사 대우엔지니어링 Reinforcing structure of foundation part for steel tower to transmit high pressure electricity
KR20140049240A (en) * 2012-10-17 2014-04-25 한국전력공사 Base reinforcement apparatus for installation of helper-tower
KR101910436B1 (en) 2018-09-04 2018-12-28 서천전기공사(주) Pylon Stabilizer for Extra High Voltage Transmission and Distribution Line

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