KR100943062B1 - The basis structure of steel pipe and method - Google Patents

The basis structure of steel pipe and method Download PDF

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Publication number
KR100943062B1
KR100943062B1 KR1020090051680A KR20090051680A KR100943062B1 KR 100943062 B1 KR100943062 B1 KR 100943062B1 KR 1020090051680 A KR1020090051680 A KR 1020090051680A KR 20090051680 A KR20090051680 A KR 20090051680A KR 100943062 B1 KR100943062 B1 KR 100943062B1
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South Korea
Prior art keywords
foundation
pole
concrete
pipe
flange
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KR1020090051680A
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Korean (ko)
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정기세
이수환
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(주)세림철탑산업
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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
    • E04H12/2253Mounting poles or posts to the holder
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0023Cast, i.e. in situ or in a mold or other formwork

Abstract

PURPOSE: A foundation structure for a steel pipe electric pole, and a construction method thereof are provided to reduce the construction time by beforehand manufacturing foundation pipes in which concrete is cured inside. CONSTITUTION: A construction method of a foundation structure for a steel pipe electric pole is as follows: A space is formed in a floor by excavating. A foundation template(10) is positioned, and concrete is placed, then a foundation concrete structure is cured. A lower flange(22) of a foundation pipe(20) in which concrete(23) is cured inside is fitted to an anchor bolt(11) of the foundation template, and coupled by nuts. An electric pole flange(31) of a lower electric pole(30) is mounted in an upper flange(21) of the foundation pipe, and coupled by bolts. The concrete is placed in the bottom of the lower electric pole and the foundation pipe, and a main concrete structure is cured.

Description

강관전주의 기초구조 및 그 시공방법{The basis structure of steel pipe and method}The basis structure of steel pipe and method
본 발명은 강관전주의 기초구조 및 그 시공방법에 관한 것으로, 내부에 콘크리트가 양생되어 있는 기초파이프를 미리 제작하여 현장에 출고하기 때문에 기초작업공정이 줄어들어 공사공기를 단축시킬 수 있을 뿐만 아니라, 견고한 제작이 가능하여 품질을 향상시킬 수 있는 장점이 있으며, 연결을 위한 플랜지가 주콘크리트구조물에 묻기기 때문에 안전성확보는 물론 미려한 미관을 갖게 할 수 있는 강관전주의 기초구조 및 그 시공방법에 관한 것이다.The present invention relates to the basic structure of steel pipe poles and its construction method, since the foundation pipes are pre-fabricated with concrete cured inside the factory, the foundation work process can be reduced and shorten construction air, It is possible to manufacture and improve the quality, and because the flange for connection is buried in the main concrete structure, it relates to the basic structure of steel pipe pole and construction method that can ensure safety and beautiful appearance.
일반적으로 전주라 함은 배전선이나 통신용 중계기 등의 통신장비가 설치되어 하부가 지하에 매립되어 고정되는 기둥을 말한다.In general, a pole is a column in which communication equipment such as distribution lines or communication repeaters is installed and the lower part is buried and fixed in the basement.
이러한 전주는 지중에 앵커볼트가 형성된 콘크리트 기초 구조물이 지상으로 돌출되도록 형성한 후, 기둥 하단에 형성된 플랜지를 앵커볼트에 삽입하여 기둥을 고정하는 방식으로 형성된다.These poles are formed in such a way that the anchor bolt is formed in the ground to form a concrete foundation structure protruding to the ground, and then the flange formed at the bottom of the column is inserted into the anchor bolt to fix the column.
그러나, 이러한 전주는 기초 구조물과 기둥 하단의 플랜지가 지상으로 노출 되는 형태이기 때문에 미관을 저해하는 요소로 작용하는 문제점이 있다.However, this pole has a problem that acts as a factor that inhibits aesthetics because the base structure and the flange of the bottom of the pillar is exposed to the ground.
그리하여 상기와 같은 문제점을 해결하기 위한 도 1 또는 도 2에서 도시된 전주 설치방법이 개발되었으며, 이는 외측에 콘크리트를 유입시키기 위한 유입홀(113)을 구비하고, 저면으로는 플랜지(111)를 구비한 전주(110)와, 상기 전주(110)를 기초콘크리트구조물(130)에 설치하기 위한 체결부재(120)로 구성된다.Thus, the electric pole installation method shown in Figure 1 or 2 to solve the above problems has been developed, which has an inlet hole 113 for introducing concrete to the outside, the bottom surface is provided with a flange 111 One pole 110, and a fastening member 120 for installing the pole 110 to the base concrete structure 130.
그리고, 이러한 전주 설치 방법에 의하면, 먼저, 지면에 기초콘크리트구조물(130)과 주콘크리트구조물(140)이 설치될 수 있는 공간부(101)를 만든다.In addition, according to the installation method of the pole, first, the base concrete structure 130 and the main concrete structure 140 to be installed on the ground to make a space portion 101 can be installed.
그 후에는, 상기 공간부(101)의 저면에 콘크리트구조물(130, 140)을 지지하는 철근물의 배근과 거프집을 설치한 다음, 체결부재(120)를 중앙부에 위치시키고, 이 후 콘크리트를 타설하여 기초콘크리트구조물(130)를 형성하는데, 이때 상기 체결부재(120)는 상부플레이트(121)가 기초콘크리트구조물(130)의 밖으로 돌출되도록 설치한다.Thereafter, the bottom of the space portion 101 is installed on the bottom of the reinforcement and the girdle of the reinforcing steel supporting the concrete structures (130, 140), and then the fastening member 120 is placed in the center, and then poured concrete The foundation concrete structure 130 is formed, wherein the fastening member 120 is installed so that the upper plate 121 protrudes out of the foundation concrete structure 130.
그리고, 기초콘크리트구조물(130)의 양생이 되면 전주(110)를 체결부재(120)에 안착시킨 후, 체결부재(120)에 형성된 앵커볼트(125)를 이용하여 전주(110)의 하단에 형성된 볼트를 체결하여 전주(110)의 설치를 마감하고, 전주(110)에 구성된 유입홀(113)을 통하여 전주(110)의 내부에 콘크리트를 유입시킨 다음, 기초콘크리트구조물(130)의 상면에 주콘크리트구조물(140)을 형성시킨다.When the curing of the basic concrete structure 130 is carried out, the electric pole 110 is seated on the fastening member 120, and then formed at the bottom of the electric pole 110 using the anchor bolt 125 formed on the fastening member 120. Finishing the installation of the electric pole 110 by fastening the bolts, the concrete is introduced into the electric pole 110 through the inlet hole 113 configured in the electric pole 110, and then the main surface of the base concrete structure 130 The concrete structure 140 is formed.
아울러, 주콘크리트구조물(140)의 양생이 완료되면 공간부(101)에 흙을 채워 지면을 다져 작업을 완료한다.In addition, when the curing of the main concrete structure 140 is completed, filling the soil in the space portion 101 to complete the work.
그러나 상기와 같은 종래의 전주 설치 방법를 이용하면, 전주에 형성된 작은 유입홀(113)을 통하여 전주(110)의 내부로 콘크리트를 미리 유입시켜야 하는 어려움과 불편함이 있었을 뿐만 아니라, 작업의 어려움으로 인해 품질이 저하되는 문제점이 있었고, 이에 따른 공사공기가 늘어나는 문제점이 제기되었다.However, using the conventional method of installing the poles as described above, not only had the difficulty and inconvenience of introducing concrete into the poles 110 in advance through the small inlet hole 113 formed in the poles, but also due to the difficulty of the work. There was a problem of deterioration in quality, which caused a problem of increasing construction air.
상기와 같은 목적을 달성하기 위한 본 발명의 강관전주의 기초구조 및 그 시공방법은 기초템플렛과, 내부에 콘크리트가 양생된 기초파이프와, 하부전주와, 상기 기초파이프와 하부전주의 하부에 양생되는 주콘크리트구조물로 구성되며, 지중에 터파기를 하여 공간부를 형성하는 공간부 형성단계; 앙카볼트로 연결된 상,하부플레이트로 구성된 기초템플릿을 위치시킨후, 콘크리트를 타설하여 기초콘크리트구조물을 양생하는 기초템플릿 설치단계; 내부에 콘크리트가 양생된 기초파이프의 하부플랜지를 기초콘크리트구조물에 설치된 기초템플릿의 앙카볼트에 끼운후, 너트결합하여 기초파이프를 설치하는 기초파이프 설치단계; 기초파이프의 상부플랜지에 하부전주의 전주플랜지를 안착시킨 후, 기초파이프와 하부전주를 볼트결합하는 하부전주설치단계; 기초파이프와 하부전주의 하부에 콘크리트를 타설하여 주콘크리트구조물을 양생하는 주콘크리트구조물 형성단계;로 이루어진다.The basic structure and construction method of the steel pipe pole of the present invention for achieving the above object is a base template, a base pipe with concrete cured therein, a bottom pole, and the base pipe and the bottom pole is cured in the lower pole Comprising a main concrete structure, forming a space portion by digging in the ground to form a space portion; Placing a base template consisting of upper and lower plates connected by anchor bolts, and then installing a foundation template for curing the foundation concrete structure by pouring concrete; A foundation pipe installation step of installing a foundation pipe by inserting a nut into the anchor bolt of the foundation template installed on the foundation concrete structure after the lower flange of the foundation pipe cured with concrete therein; A lower pole installation step of mounting the lower pole pole pole on the upper flange of the base pipe and then bolting the base pipe and the lower pole pole; The main concrete structure forming step of curing the main concrete structure by pouring concrete in the lower part of the base pipe and the lower pole.
본 발명의 강관전주의 기초구조 및 그 시공방법을 이용하면, 내부에 콘크리트가 양생되어 있는 기초파이프를 미리 제작하여 현장에 출고하기 때문에 기초작업공정이 줄어들어 공사공기를 단축시킬 수 있을 뿐만 아니라, 견고한 제작이 가능하여 품질을 향상시킬 수 있는 장점이 있으며, 연결을 위한 플랜지가 주콘크리트구조물에 묻기기 때문에 안전성확보는 물론 미려한 미관을 갖게 할 수 있는 유용한 발명이다.By using the basic structure and steel construction method of the steel pipe pole of the present invention, since the foundation pipe with concrete cured in advance to be shipped to the site, the foundation work process can be reduced and shorten the construction air, There is an advantage to improve the quality can be manufactured, and because the flange for the connection is buried in the main concrete structure is a useful invention that can ensure the safety as well as beautiful aesthetics.
상기와 같은 문제점을 해결하기 위한 본 발명의 구성을 살펴보면 다음과 같다.Looking at the configuration of the present invention for solving the above problems are as follows.
본 발명은 기초콘크리트구조물(2)에 설치된 기초템플릿(10)에 결합되는 강관전주의 기초구조에 관한 것으로, 도 7 또는 도 8에 도시된 바와 같이 상기 기초템플릿(10)의 상부에 결합되는 기초파이프(20)와, 하부전주(30)와 주콘크리트구조물(40)로 구성된다.The present invention relates to a basic structure of steel pipe poles coupled to the foundation template 10 installed in the foundation concrete structure 2, the foundation coupled to the upper portion of the foundation template 10 as shown in FIG. The pipe 20, the lower pole 30 and the main concrete structure (40).
여기서, 기초템플릿(10)은 도 3 또는 도 5에 도시된 바와 같이 서로동일한 형태의 상,하부플레이트(12, 13)에 ㄴ자형태를 가진 다수의 앵커볼트(11)가 수직으로 결합되는 것으로, 기초콘크리트구조물(2)에 삽입시 하부플레이트(13)가 기초콘크리트구조물(2) 내부에 위치하고, 상부플레이트(12)의 저면이 기초콘크리트구조물(2)의 상면에 면접 또는 이격되여 형성되며, 이때 상기 기초템플릿(10)은 전주의 수직설치를 위하여 수평을 유지시켜야 한다.Here, the base template 10 is a plurality of anchor bolts 11 having a letter-shaped to the upper and lower plates (12, 13) of the same shape as shown in Figure 3 or 5 are vertically coupled, When inserted into the foundation concrete structure 2, the lower plate 13 is located inside the foundation concrete structure 2, the bottom surface of the upper plate 12 is formed by being interviewed or spaced apart from the upper surface of the foundation concrete structure (2), The foundation template 10 should be kept horizontal for vertical installation of poles.
또한, 기초파이프(20)는 도 3 또는 도 6에 도시된 바와 같이 상기 기초템플릿(10)에 결합되는 것으로, 내부에는 콘크리트(23)가 양생되어 있으며, 상단부와 하단부에는 결합을 위한 상,하부플렌지(21, 22)가 각각 형성되어 있다.In addition, the foundation pipe 20 is coupled to the foundation template 10, as shown in Figure 3 or 6, the interior of the concrete 23 is cured, the upper and lower ends for coupling, upper and lower The flanges 21 and 22 are formed, respectively.
그리고, 상기 기초파이프(20)의 상부에는 결합강도를 높이기 위한 보강대(23)가 상부플랜지(21)에 더 결합되도록 하는 것이 바람직하다.In addition, the upper portion of the foundation pipe 20 is preferably to be further coupled to the upper flange 21, the reinforcing table 23 to increase the coupling strength.
또한, 하부전주(30)는 도 3 또는 도 7에 도시된 바와 같이 상기 기초파이프(20)와 결합을 이루는 것으로, 하단부에는 기초파이프(20)의 상부플랜지(21)에 대응하는 전주플랜지(31)가 형성되어 있으며, 상기 하부전주(30)의 하부에는 결합강도를 높이기 위한 보강대(34)가 전주플랜지(31)에 더 결합되도록 하는 것이 바람직하다.In addition, the lower pole 30 is coupled to the base pipe 20, as shown in Figure 3 or 7, the lower end of the pole flange 31 corresponding to the upper flange 21 of the base pipe 20 ) Is formed, it is preferable that the reinforcing bar 34 to increase the coupling strength to the lower portion of the lower pole 30 is further coupled to the pole pole 31.
여기서, 상기 하부전주(30)와 기초파이프(20)의 결합방법은 통상의 볼트결합으로 이룰 수 있고, 이때 상기 하부전주(30)는 상부전주와 하부전주로 나누어 설치하는 통상의 전주에서의 하부전주를 말하며, 하주전주가 다단으로 나뉜 형태 또는 상부전주와 하부전주가 일체로 형성된 형태로 할 수도 있을 것이다.Here, the coupling method of the lower pole 30 and the foundation pipe 20 can be achieved by a conventional bolt coupling, wherein the lower pole 30 is divided into the upper pole and the lower pole pole in the normal pole installed Refers to a pole, the lower pole may be divided into a multi-stage form or the upper pole and the lower pole formed integrally formed.
또한, 주콘크리트구조물(40)은 도 3 또는 도 8에 도시된 바와 같이 상기 기초파이프(20)와 기초파이프(20)에 결합된 하부전주(30)의 하부에 양생되는 콘크리트를 말하며, 기초파이프(20)에 결합된 하부전주(30)가 안정되게 설치되게 함은 물론, 하부전주(30)에 형성된 전주플랜지(31)를 가려 미관을 외려하게 하는 작용을 한다.In addition, the main concrete structure 40 refers to the concrete that is cured in the lower portion of the lower pole 30 coupled to the base pipe 20 and the base pipe 20, as shown in Figure 3 or 8, the foundation pipe The lower pole 30 coupled to the 20 is installed stably, as well as acts to cover the pole flange 31 formed in the lower pole 30 to exaggerate the aesthetics.
이하에서는 상기와 같은 본 발명의 구성에 따른 시공방법을 설명한다.Hereinafter, a construction method according to the configuration of the present invention as described above.
먼저, 기초템플릿(10)과, 내부에 콘크리트(23)가 타설된 기초파이프(20)와, 하부전주(30) 및 상부전주 등 필요한 구성품을 제작한 후, 전주를 설치할 장소로 각각의 구성품을 운반한다.First, the foundation template 10, the foundation pipe 20 in which concrete 23 is poured, and the necessary components such as the lower pole 30 and the upper pole are manufactured, and then each component is placed to the place where the pole is to be installed. To carry.
그 후에는, 도 4에 도시된 바와 같이 전주를 설치할 장소의 지중에 터파기를 하여 바닥에 공간부(1)를 형성하고(S10), 도 5에 도시된 바와 같이 앙카볼트(11)로 연결된 상,하부플레이트(12, 13)로 구성된 기초템플릿(10)을 위치시킨후, 콘크리트를 타설하여 기초콘크리트구조물(2)을 양생함으로써 기초템플릿(10) 설치를 완료한다. 그리고, 이때에 기초템플릿(10)은 하부전주(30)의 수직설치를 위하여 수평이 유지되게 설치해야 한다.(S20)After that, as shown in FIG. 4, a trench 1 is formed in the ground of the place where the pole is to be installed to form a space 1 on the bottom (S10), and as shown in FIG. After placing the base template 10 composed of the lower plates 12 and 13, the concrete is poured and the foundation concrete structure 2 is cured to complete the installation of the base template 10. And, at this time, the base template 10 should be installed to maintain the horizontal for vertical installation of the lower pole (30) (S20).
아울러, 기초템플릿(10)을 기초콘크리트구조물(2)에 삽입시에는 하부플레이트(13)가 기초콘크리트구조물(2)의 내부에 위치하고, 상부플레이트(12)가 기초콘크리트구조물(2)의 상면에 돌출되도록 형성하여야 하는데, 바람직하게는 상부플레이트(12)의 바닥면이 기초콘크리트구조물(2)의 상면과 면접하도록 하는 것이 좋다. In addition, when the foundation template 10 is inserted into the foundation concrete structure 2, the lower plate 13 is located inside the foundation concrete structure 2, the upper plate 12 is on the upper surface of the foundation concrete structure (2) It is to be formed so as to protrude, preferably the bottom surface of the upper plate 12 is to be interviewed with the upper surface of the base concrete structure (2).
이와 같이 기초템플릿(10)의 설치를 완료한 후에는, 도 6에 도시된 바와 같이 내부에 콘크리트(23)가 양생된 기초파이프(20)의 하부플랜지(22)를 기초콘크리트구조물(2)에 설치된 기초템플릿(10)의 앙카볼트(11)에 끼운후, 너트결합하여 기초파이프(20)를 설치를 완료할 수 있게 된다.After completing the installation of the foundation template 10 in this way, as shown in Figure 6, the lower flange 22 of the foundation pipe 20 in which the concrete 23 is cured therein to the foundation concrete structure 2 After inserting the anchor bolt 11 of the installed base template 10, the nut can be coupled to complete the installation of the base pipe 20.
그리고, 이때에 상기 기초템플릿(10)은 기초콘크리트구조물에 묻힌채로 수평하게 설치되어 있고, 기초템플릿(10)에 형성된 앙카볼트(11)와 기초파이프(20)의 하부플랜지(22)에 형성된 결합공(미도시)이 대응하게 형성되어 있기 때문에 너트를 이용한 기초템플릿(10)과 기초파이프(20)의 결합을 용이하게 할 수 있을 것이다.At this time, the foundation template 10 is horizontally installed while buried in the foundation concrete structure, the anchor bolt 11 formed in the foundation template 10 and the coupling formed in the lower flange 22 of the foundation pipe 20 Since the ball (not shown) is formed correspondingly, it may be easy to combine the base template 10 and the base pipe 20 using a nut.
이처럼 기초파이프(20)의 설치가 끝난 후에는, 도 7에 도시된 바와 같이 기초파이프(20)의 상부플랜지(21)에 하부전주(30)의 전주플랜지(31)를 안착시킨 후, 이를 볼트결합함으로써 하부전주를 기초파이프에 설치한다.(S40)After the installation of the foundation pipe 20 is completed, as shown in FIG. 7, the mounting flange 31 of the lower pole 30 is seated on the upper flange 21 of the foundation pipe 20, and then bolted thereto. By combining, the lower pole is installed on the foundation pipe. (S40)
아울러, 도 8에 도시된 바와 같이 기초파이프(20)와 상기 기초파이프(20)에 설치된 하부전주(30)의 하부에 콘크리트를 타설하여 양생함으로써, 주콘크리트구조물(40)을 형성한 다음, 지중에 형성한 공간부(101)에 흙을 채우고 지면을 다짐으로써 작업을 완료한다.(S50)In addition, as shown in FIG. 8 by pouring concrete to the lower portion of the base pipe 20 and the lower pole 30 installed in the base pipe 20 to form the main concrete structure 40, then underground The work is completed by filling the space formed in the space portion 101 and compacting the ground. (S50)
여기서, 상기 하주전주에 상부전주 및 가로등과 같은 기타 구성품을 연결하는 것은 공지된 방법을 이용하여 용이하게 할 수 있으므로, 자세한 설명은 생략하며, 이러한 본 발명의 시공방법을 이용하면 공사공기를 단축시킴과 더불어 품질이 우수한 전주의 시공을 용이하게 할 수 있게 된다.Here, connecting the other poles and other components such as street poles and street lamps can be easily performed using a known method, detailed description thereof will be omitted, and using the construction method of the present invention shortens the construction air In addition, it is possible to facilitate the construction of poles of excellent quality.
도 1은 종래의 하부전주를 도시한 사시도.1 is a perspective view showing a conventional lower pole.
도 2는 종래의 전주 설치방법에 의해 설치된 전주의 단면도.Figure 2 is a cross-sectional view of the pole installed by the conventional pole installation method.
도 3은 본 발명의 기초템플릿과 기초파이프와 하부전주의 분리사시도.Figure 3 is an exploded perspective view of the base template and the base pipe and the lower pole of the present invention.
도 4는 본 발명의 공간부 형상단계를 도시한 상태도.Figure 4 is a state diagram showing the shape of the space portion of the present invention.
도 5는 본 발명의 기초템플릿 설치단계를 도시한 상태도.Figure 5 is a state diagram showing the step of installing the base template of the present invention.
도 6은 본 발명의 기초파이프 설치단계를 도시한 상태도.Figure 6 is a state diagram showing the foundation pipe installation step of the present invention.
도 7은 본 발명의 하부전주 설치단계를 도시한 상태도.Figure 7 is a state diagram showing the lower pole installation step of the present invention.
도 8은 본 발명의 시공완료상태를 도시한 상태도.8 is a state diagram showing a construction completion state of the present invention.
** 도면의 주요부분에 대한 부호의 설명 **DESCRIPTION OF REFERENCE NUMERALS
1 : 공간부 2 : 기초콘크리트구조물1: space part 2: foundation concrete structure
10 : 기초템플릿 11 : 앙카볼트10: basic template 11: anchor bolt
12 : 상부플레이트 13 : 하부플레이트12: upper plate 13: lower plate
20 : 기초파이프 21 : 상부플랜지20: foundation pipe 21: upper flange
22 : 하부플렌지 23 : 콘크리트22: lower flange 23: concrete
24, 34 : 보강대 30 : 하부전주24, 34: reinforcement 30: lower pole
31 : 전주플랜지 40 : 주콘크리트구조물31: Jeonju Flange 40: Main concrete structure

Claims (3)

  1. 기초콘크리트구조물(2)에 설치된 기초템플릿(10)에 결합되는 강관전주의 기초구조에 있어서,In the basic structure of steel pipe pole coupled to the foundation template 10 installed on the foundation concrete structure (2),
    기초템플렛(10)에 결합되어 지되, 상,하단부로는 상,하부플랜지(21, 22)를 각각 형성하고, 내부에 형성된 중공부에는 콘크리트(23)가 양생된 기초파이프(20);It is coupled to the base template 10, the upper and lower ends to form the upper and lower flanges (21, 22), respectively, the hollow formed inside the base pipe 20 is cured concrete (23);
    상기 기초파이프(20)의 상부플랜지(21)에 대응하는 전주플랜지(31)가 하단부에 형성된 하부전주(30);A lower pole 30 having a pole pole 31 corresponding to the upper flange 21 of the foundation pipe 20 formed at a lower end thereof;
    상기 기초파이프(20)와 기초파이프(20)에 결합된 하부전주(30)의 하부에 양생되는 주콘크리트구조물(40);로 구성된 것에 특징이 있는 강관전주의 기초구조. The base pipe 20 and the main concrete structure (40) is cured in the lower portion of the lower pole (30) coupled to the base pipe (20); steel pipe poles basic structure characterized in that consisting of.
  2. 제 1항에 있어서, 상기 기초파이프(20)의 상부플랜지(21)와 하주지부(30)의 전주플랜지(31)에는 보강대(24, 34)가 각각 형성된 것에 특징이 있는 강관전주의 기초구조. The basic structure according to claim 1, wherein reinforcing bars (24, 34) are formed in the upper flange (21) of the foundation pipe (20) and the pole flange (31) of the lower main part (30), respectively.
  3. 강관전주의 기초구조를 시공하는 방법에 있어서,In the method of constructing the basic structure of steel pipe,
    지중에 터파기를 하여 공간부(1)를 형성하는 공간부 형성단계(S10);A space portion forming step (S10) of forming a space portion 1 by digging in the ground;
    앙카볼트(11)로 연결된 상,하부플레이트(12, 13)로 구성된 기초템플릿(10)을 위치시킨후, 콘크리트를 타설하여 기초콘크리트구조물(2)을 양생하는 기초템플릿 설치단계(S20);After placing the base template (10) consisting of the upper and lower plates (12, 13) connected by the anchor bolt (11), the foundation template installation step of curing the foundation concrete structure (2) by pouring concrete;
    내부에 콘크리트(23)가 양생된 기초파이프(20)의 하부플랜지(22)를 기초콘크리트구조물(2)에 설치된 기초템플릿(10)의 앙카볼트(11)에 끼운후, 너트결합하여 기초파이프(20)를 설치하는 기초파이프 설치단계(S30);After inserting the lower flange 22 of the foundation pipe 20 in which the concrete 23 is cured to the anchor bolt 11 of the foundation template 10 installed on the foundation concrete structure 2, the nut is coupled to the foundation pipe ( A foundation pipe installation step (S30) for installing 20;
    기초파이프(20)의 상부플랜지(21)에 하부전주(30)의 전주플랜지(31)를 안착시킨 후, 기초파이프(20)와 하부전주(30)를 볼트결합하는 하부전주 설치단계(S40);After mounting the electric pole flange 31 of the lower pole 30 to the upper flange 21 of the base pipe 20, the lower pole installation step (S40) for coupling the base pipe 20 and the lower pole 30 (S40) ;
    기초파이프(20)와 하부전주의 하부에 콘크리트를 타설하여 주콘크리트구조물(40)을 양생하는 주콘크리트구조물 형성단계(S50);로 이루어진 것에 특징이 있는 강관전주의 기초구조 시공방법.The basic construction method of steel pipe pole characterized in that consisting of; the main concrete structure forming step (S50) to pour the concrete to the base pipe 20 and the lower portion of the lower pole to cure the main concrete structure (40).
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CN103184743A (en) * 2011-12-30 2013-07-03 华锐风电科技(集团)股份有限公司 Template flange
KR101289149B1 (en) * 2011-08-10 2013-07-23 재단법인 포항산업과학연구원 Structure and apparatus for connecting steel pipe struts
CN103352475A (en) * 2013-07-08 2013-10-16 中铁二十一局集团电务电化工程有限公司 Electrified railway strong wind area contact net steel pipe support foundation bolt positioning mold
CN103452128A (en) * 2013-08-06 2013-12-18 安徽华电工程咨询设计有限公司 Method for lifting base plane of power transmission line tower by adopting steel pipe connecting leg
CN103696611A (en) * 2013-12-03 2014-04-02 新安县电业公司 Base structure for steel tube tower
CN103741708A (en) * 2014-01-02 2014-04-23 台山市宁华电力设计有限公司 Prefabricated concrete pole sleeve base
KR200474870Y1 (en) * 2011-01-28 2014-10-22 한국전력공사 Steel pole for cable inside
CN104594377A (en) * 2015-01-19 2015-05-06 天津港航工程有限公司 Steel cylinder type foundation structure of offshore wind turbine
KR101590614B1 (en) * 2015-06-01 2016-02-01 (주)비디씨 The pillar flush type steel pipe base assembly of station and condtruction method
CN106894669A (en) * 2017-01-13 2017-06-27 浙江大学 The method for designing and purposes of blower foundation ring, blower foundation ring with wing plate
US10138615B2 (en) 2014-09-17 2018-11-27 Korea Electric Power Corporation Base body of electric transmission tower using micropile
CN111663837A (en) * 2020-06-11 2020-09-15 陈如请 Reinforcing structure for junction of offshore wind power installation framework

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KR200154201Y1 (en) 1996-03-22 1999-08-02 강병호 The foundation structure for setting the posts in the greenhouse
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Publication number Priority date Publication date Assignee Title
KR200474870Y1 (en) * 2011-01-28 2014-10-22 한국전력공사 Steel pole for cable inside
KR101289149B1 (en) * 2011-08-10 2013-07-23 재단법인 포항산업과학연구원 Structure and apparatus for connecting steel pipe struts
CN103184743B (en) * 2011-12-30 2016-03-02 华锐风电科技(集团)股份有限公司 Template flange
CN103184743A (en) * 2011-12-30 2013-07-03 华锐风电科技(集团)股份有限公司 Template flange
CN103352475A (en) * 2013-07-08 2013-10-16 中铁二十一局集团电务电化工程有限公司 Electrified railway strong wind area contact net steel pipe support foundation bolt positioning mold
CN103452128A (en) * 2013-08-06 2013-12-18 安徽华电工程咨询设计有限公司 Method for lifting base plane of power transmission line tower by adopting steel pipe connecting leg
CN103696611A (en) * 2013-12-03 2014-04-02 新安县电业公司 Base structure for steel tube tower
CN103741708A (en) * 2014-01-02 2014-04-23 台山市宁华电力设计有限公司 Prefabricated concrete pole sleeve base
CN103741708B (en) * 2014-01-02 2015-12-09 台山市宁华电力设计有限公司 Prefabricated concrete rod sleeve basis
US10138615B2 (en) 2014-09-17 2018-11-27 Korea Electric Power Corporation Base body of electric transmission tower using micropile
CN104594377A (en) * 2015-01-19 2015-05-06 天津港航工程有限公司 Steel cylinder type foundation structure of offshore wind turbine
KR101590614B1 (en) * 2015-06-01 2016-02-01 (주)비디씨 The pillar flush type steel pipe base assembly of station and condtruction method
CN106894669A (en) * 2017-01-13 2017-06-27 浙江大学 The method for designing and purposes of blower foundation ring, blower foundation ring with wing plate
CN111663837A (en) * 2020-06-11 2020-09-15 陈如请 Reinforcing structure for junction of offshore wind power installation framework

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