KR101276309B1 - Construction method for foundation of pylon in slope - Google Patents

Construction method for foundation of pylon in slope Download PDF

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KR101276309B1
KR101276309B1 KR1020090111259A KR20090111259A KR101276309B1 KR 101276309 B1 KR101276309 B1 KR 101276309B1 KR 1020090111259 A KR1020090111259 A KR 1020090111259A KR 20090111259 A KR20090111259 A KR 20090111259A KR 101276309 B1 KR101276309 B1 KR 101276309B1
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retaining wall
foundation structure
soil
site
inclined surface
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KR1020090111259A
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Korean (ko)
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KR20110054563A (en
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최경침
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최경침
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0208—Gabions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00—Temporary installations or constructions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

본 발명은 경사면 중 기초 구조물 시공위치(100a)의 하측에 임시옹벽(200)을 설치하는 임시옹벽 설치단계; 기초 구조물 시공위치(100a)를 연직방향으로 굴착하여 천공 홀(110)을 형성함과 아울러, 천공 홀(110)에 영구 거푸집(300)을 설치하는 굴착 및 영구 거푸집 설치단계; 천공 홀(110)의 굴착에 의해 발생한 현장발생토(210)를 상기 임시옹벽(200)에 의해 임시로 적치하는 현장발생토(210) 적치단계; 영구 거푸집(300)에 콘크리트를 타설하여 기초 구조물(100)을 형성하는 기초 구조물 형성단계; 천공 홀(110) 중 기초 구조물(100) 상부에 현장발생토(210)를 되메움하는 현장발생토 되메움단계;를 포함하는 경사면의 기초 구조물 시공방법을 제시함으로써, 산지의 경사면에 대한 구조물의 시공 시 수고와 비용을 절감할 수 있도록 한다.The present invention is a temporary retaining wall installation step of installing a temporary retaining wall 200 on the lower side of the foundation structure construction position (100a) of the inclined surface; Excavation and permanent formwork installation step of drilling the foundation structure construction position (100a) in the vertical direction to form a punching hole 110, and to install a permanent formwork 300 in the drilling hole (110); A site-occurring soil 210 accumulating step of temporarily depositing the site-occurring soil 210 generated by the drilling of the drilling hole 110 by the temporary retaining wall 200; A foundation structure forming step of forming the foundation structure 100 by pouring concrete into the permanent formwork 300; By presenting a method for constructing the base structure of the inclined surface including a; back-filled on-site soil to fill the field-occurring soil 210 in the upper part of the foundation structure 100 of the perforation hole 110, It helps to reduce labor and cost during construction.

경사면, 철탑, 기초 Slope, pylon, foundation

Description

경사면의 기초 구조물 시공방법 및 이를 이용한 송전철탑 시공방법{CONSTRUCTION METHOD FOR FOUNDATION OF PYLON IN SLOPE}Construction method of sloped foundation structure and transmission tower construction method using it {CONSTRUCTION METHOD FOR FOUNDATION OF PYLON IN SLOPE}

본 발명은 토목 기술분야에 관한 것으로서, 상세하게는 산지 경사면의 기초 구조물 시공방법에 관한 것이다.The present invention relates to the field of civil engineering, and more particularly, to a method for constructing a foundation structure of a mountain slope.

산지의 경사면에 송전철탑 등의 구조물을 시공하는 경우, 접근성의 어려움으로 인하여 헬기 등 고가가 소요되는 장비에 의해 자재, 토사 등을 운송해야 하는 바, 수고 및 비용이 과도하게 소요되며, 특히 기초 구조물의 시공은 최대의 난공사로 손꼽히고 있다.When constructing structures such as transmission towers on the slopes of mountains, materials and soils need to be transported by expensive equipment such as helicopters due to the difficulty of access. Construction is regarded as the biggest construction work.

도 1,2는 종래의 송전철탑 시공과정을 도시한 구성도이다.1 and 2 are configuration diagrams showing a conventional transmission tower construction process.

도시된 바와 같이, 경사면에 기초 구조물의 형성을 위한 천공 홀(1)을 굴착하는데, 굴착면의 붕괴를 막기 위하여 실제 필요한 공간보다 넓은 영역의 굴착이 이루어지며, 이때 발생한 현장발생토는 헬기를 이용하여 지상으로 운반하거나, 인접 지역에 적치한다(도 1).As shown, the drilling hole 1 for the formation of the base structure on the inclined surface is excavated, the excavation of a wider area than the actual space required to prevent the collapse of the excavation surface is carried out, the generated soil is generated using a helicopter Transported to the ground or placed in an adjacent area (FIG. 1).

거푸집(2)을 설치하고, 기초 구조물(10)을 형성한 후, 다시 현장발생토를 운반하여 되메움한다(도 2).After the formwork (2) is installed, and the foundation structure (10) is formed, the field-produced soil is transported again to backfill (FIG. 2).

이와 같은 종래의 시공방법은 상술한 바와 같이, 과도한 수고와 비용이 소요된다는 점에서 문제로 지적되어 왔다.As described above, such a conventional construction method has been pointed out as a problem in that excessive labor and cost are required.

본 발명은 상기와 같은 문제점을 해결하기 위하여 도출된 것으로서, 산지의 경사면에 대한 구조물의 시공 시 수고와 비용을 절감할 수 있도록 하는 경사면의 기초 구조물 시공방법 및 이를 이용한 송전철탑 시공방법을 제시하는 것을 그 목적으로 한다.The present invention was derived to solve the above problems, to propose a method for constructing the base structure of the slope surface and the transmission tower construction method using the same to reduce the effort and cost when constructing the structure for the slope of the mountain area For that purpose.

본 발명은 상술한 바와 같은 목적을 달성하기 위하여, 경사면 중 기초 구조물 시공위치(100a)의 하측에 임시옹벽(200)을 설치하는 임시옹벽 설치단계; 상기 기초 구조물 시공위치(100a)를 연직방향으로 굴착하여 천공 홀(110)을 형성함과 아울러, 상기 천공 홀(110)에 영구 거푸집(300)을 설치하는 굴착 및 영구 거푸집 설치단계; 상기 천공 홀(110)의 굴착에 의해 발생한 현장발생토(210)를 상기 임시옹벽(200)에 의해 임시로 적치하는 현장발생토(210) 적치단계; 상기 영구 거푸집(300)에 콘크리트를 타설하여 기초 구조물(100)을 형성하는 기초 구조물 형성단계; 상기 천공 홀(110) 중 상기 기초 구조물(100) 상부에 상기 현장발생토(210)를 되메움하는 현장발생토 되메움단계;를 포함하는 경사면의 기초 구조물 시공방법을 제시한다.The present invention provides a temporary retaining wall installation step of installing a temporary retaining wall 200 in the lower side of the base structure construction position (100a) of the inclined surface in order to achieve the object as described above; Excavating and permanent formwork installation step of drilling the foundation structure construction position (100a) in the vertical direction to form a drilling hole (110), and installing a permanent formwork (300) in the drilling hole (110); A site-occurring soil 210 loading step of temporarily depositing the site-occurring soil 210 generated by the drilling of the drilling hole 110 by the temporary retaining wall 200; A foundation structure forming step of forming a foundation structure 100 by pouring concrete into the permanent formwork 300; It proposes a method for constructing the base structure of the inclined surface, including ;;

상기 임시옹벽(200)은 내부에 현장발생토(210)가 충전된 다수의 자루(220)에 의해 형성되는 것이 바람직하다.The temporary retaining wall 200 is preferably formed by a plurality of bags 220 filled with the field-occurring soil 210 therein.

상기 영구 거푸집(300)은 원통형 구조인 것이 바람직하다.The permanent formwork 300 is preferably a cylindrical structure.

상기 영구 거푸집(300)은 복수의 조각부재(310)의 결합에 의해 구성되고, 상기 조각부재(310)는 만곡진 판형의 몸통부(311); 상기 몸통부(311)의 양단에서 외측으로 돌출된 결합부(312);를 포함하는 것이 바람직하다.The permanent formwork 300 is configured by the combination of a plurality of engraving member 310, the engraving member 310 is a curved plate-shaped body portion 311; It is preferable to include; engaging portion 312 protruding outward from both ends of the body portion 311.

상기 결합부(312)에는 복수의 결합공(313)이 형성되고, 상기 복수의 조각부재(310)는 상기 결합공(313)에 장착되는 결합구(314)에 의해 상호 결합하는 것이 바람직하다.A plurality of coupling holes 313 are formed in the coupling portion 312, and the plurality of engraving members 310 may be coupled to each other by a coupling hole 314 mounted to the coupling hole 313.

상기 현장발생토 되메움단계는 상기 기초 구조물(100)의 하측에 영구옹벽(400)을 설치하는 단계; 상기 되메움된 현장발생토(210)가 상기 영구옹벽(400)에 의해 지지되도록 하는 단계;를 포함하는 것이 바람직하다.The field backfilling step may include installing a permanent retaining wall 400 on the lower side of the foundation structure 100; Preferably, the backfilled spot-generated soil 210 is supported by the permanent retaining wall 400.

상기 영구옹벽(400)은 돌망태(410)에 의해 형성되는 것이 바람직하다.The permanent retaining wall 400 is preferably formed by the gabion 410.

본 발명은 상기 경사면의 기초 구조물 시공방법에 의해 기초 구조물(100)을 형성하는 단계; 상기 기초 구조물(100)의 상부에 송전철탑(500)을 시공하는 단계;를 포함하는 경사면의 송전철탑 시공방법을 함께 제시한다.The present invention comprises the steps of forming the foundation structure 100 by the method of construction of the foundation structure of the inclined surface; Presenting together the construction method of the transmission tower of the inclined surface, including; constructing the transmission tower 500 on the top of the base structure (100).

상기 기초 구조물(100)은 역T형 원형 상판기초인 것이 바람직하다.The foundation structure 100 is preferably an inverted T-shaped circular top plate foundation.

본 발명은 산지의 경사면에 대한 구조물의 시공 시 수고와 비용을 절감할 수 있도록 하는 경사면의 기초 구조물 시공방법 및 이를 이용한 송전철탑 시공방법을 제시한다.The present invention proposes a method for constructing a base structure of an inclined surface and a transmission tower construction method using the same to reduce the labor and cost when constructing a structure for a slope of a mountain area.

이하, 첨부도면을 참조하여 본 발명의 실시예에 관하여 상세히 설명한다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

본 발명에 의한 시공방법은 다음과 같다.The construction method according to the present invention is as follows.

경사면 중 기초 구조물 시공위치(100a)의 하측에 임시옹벽(200)을 설치한다(도 3).Temporary retaining wall 200 is installed below the foundation structure construction position 100a among the inclined surfaces (FIG. 3).

기초 구조물 시공위치(100a)를 연직방향으로 굴착하여 천공 홀(110)을 형성함과 아울러, 천공 홀(110)에 영구 거푸집(300)을 설치한다(도 4).Excavating the foundation structure construction position (100a) in the vertical direction to form a drilling hole 110, and also install a permanent formwork 300 in the drilling hole (110) (Fig. 4).

천공 홀(110)의 굴착에 의해 발생한 현장발생토(210)는 위 임시옹벽(200)에 의해 임시로 적치한다(도 4).Site-generated soil 210 generated by the drilling of the drilling hole 110 is temporarily piled up by the temporary temporary retaining wall 200 (Fig. 4).

영구 거푸집(300)에 콘크리트를 타설하여 기초 구조물(100)을 형성하고, 그 상부에 송전철탑(500) 등의 본 구조물을 시공한다(도 5).Concrete is poured into the permanent formwork 300 to form the foundation structure 100, and the present structure, such as the transmission tower 500, the construction thereon (Fig. 5).

천공 홀(110) 중 기초 구조물(100) 상부에 현장발생토(210)를 되메움한다(도 6).Fill the field-occurring soil 210 in the upper portion of the foundation structure 100 of the drilling hole 110 (FIG. 6).

이와 같은 본 발명에 의한 시공방법은 다음과 같은 효과를 얻도록 한다.Such a construction method according to the present invention to obtain the following effects.

첫째, 영구 거푸집(300)을 설치하면서 천공 홀(110)을 굴착하므로, 굴착면의 붕괴 우려가 없어, 종래와 같이 넓은 영역의 굴착이 필요없는 바, 현장발생토의 양을 줄일 수 있다.First, since the drilling hole 110 is excavated while installing the permanent formwork 300, there is no fear of collapse of the excavation surface, and thus, the excavation of a large area is not required as in the related art, and thus the amount of soil generated in the field can be reduced.

따라서 현장발생토를 운반 및 적치하는데 소요되는 수고 및 비용을 절감할 수 있다.Therefore, it is possible to reduce the labor and cost for transporting and stacking the soil generated.

둘째, 시공위치(100a)의 하측에 임시옹벽(200)을 설치하고, 이에 의해 현장발생토를 임시로 적치하므로, 헬기에 의한 현장발생토의 운반에 소요되는 비용을 절감할 수 있다.Second, since the temporary retaining wall 200 is installed below the construction location 100a, thereby temporarily accumulating site-produced soil, it is possible to reduce the cost of transporting the site-produced soil by a helicopter.

임시옹벽(200)은 현장발생토를 임시로 지지할 수 있는 것이면 어떠한 구성이라도 관계없으나, 마대와 같은 자루(220) 내부에 현장발생토(210)를 충전하고 이를 적층하여 사용하는 것이 시공의 용이성 및 경제성 측면에서 바람직하다.Temporary retaining wall 200 may be any structure as long as it can temporarily support the site-produced soil, but it is easy to construct the field-produced soil 210 inside the bag 220 such as a sack and use it by laminating it. And economical.

영구 거푸집(300)은 기초 콘크리트의 타설을 위한 거푸집 및 천공 홀의 굴착면 붕괴 방지라는 2가지 역할을 동시에 수행하는 것이므로, 원통형 구조를 취하는 것이 구조적 안정성 측면에서 바람직하다.Since the permanent formwork 300 performs two roles at the same time to prevent the collapse of the formwork for drilling the foundation concrete and the drilling hole, it is preferable to take a cylindrical structure in terms of structural stability.

이와 같은 이유로 영구 거푸집(300)이 원통형 구조를 취하는 경우, 송전철탑(500)의 기초 구조물(100)은 역T형 원형 상판기초의 구조를 취하게 된다.For this reason, when the permanent formwork 300 has a cylindrical structure, the foundation structure 100 of the transmission tower 500 will take the structure of an inverted T-shaped circular top plate foundation.

이러한 영구 거푸집(300)의 설치는 천공 홀(110)의 굴착과 동시에 진행되는 것이므로, 시공의 용이성을 위하여 영구 거푸집(300)은 복수의 조각부재(310)의 결합에 의해 이루어지는 구성을 취하는 것이 바람직하다.Since the installation of the permanent formwork 300 proceeds at the same time as the excavation of the drilling hole 110, it is preferable that the permanent formwork 300 is made by combining a plurality of engraving members 310 for ease of construction. Do.

구체적으로, 조각부재(310)는 만곡진 판형의 몸통부(311); 그 몸통부(311)의 양단에서 외측으로 돌출된 결합부(312);를 포함하는 구성을 취하는 것이 바람직하다(도 7).Specifically, the engraving member 310 is a curved plate-shaped body portion 311; It is preferable to take a configuration including a; engaging portion 312 protruding outward from both ends of the body portion 311 (Fig. 7).

이러한 구성을 취하는 경우, 결합부(312)에 복수의 결합공(313)을 형성하고, 결합공(313)에 장착되는 볼트, 너트 등의 결합구(314)에 의해 복수의 조각부재(310)가 상호 결합하도록 할 수 있기 때문이다(도 8).In such a configuration, a plurality of coupling holes 313 are formed in the coupling portion 312, and the plurality of engraving members 310 are formed by coupling holes 314 such as bolts and nuts mounted on the coupling holes 313. This is because they can be combined with each other (Fig. 8).

기초 구조물(100)의 형성 후 현장발생토에 의해 천공 홀(110)을 되메움함에 있어서, 기초 구조물(100)의 하측에 영구옹벽(400)을 설치하고, 되메움된 현장발생토(210)가 영구옹벽(400)에 의해 지지되도록 하는 것이 사면의 붕괴를 방지하여 구 조물의 안정성을 제고할 수 있다는 측면에서 더욱 바람직하다(도 6).In the filling of the perforation hole 110 by the on-site generation soil after the formation of the foundation structure 100, the permanent retaining wall 400 is installed on the lower side of the foundation structure 100, the backfilled on-site generation soil 210 It is more preferable to ensure that the support by the permanent retaining wall 400 can prevent the collapse of the slope to improve the stability of the structure (Fig. 6).

이러한 영구옹벽(400)은 돌망태(410)에 의해 형성되는 것이 바람직하다.The permanent retaining wall 400 is preferably formed by the gabion 410.

이상은 본 발명에 의해 구현될 수 있는 바람직한 실시예의 일부에 관하여 설명한 것에 불과하므로, 주지된 바와 같이 본 발명의 범위는 위의 실시예에 한정되어 해석되어서는 안 될 것이며, 위에서 설명된 본 발명의 기술적 사상과 그 근본을 함께 하는 기술적 사상은 모두 본 발명의 범위에 포함된다고 할 것이다.It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined in the appended claims. It is to be understood that both the technical idea and the technical spirit of the invention are included in the scope of the present invention.

도 1,2는 종래의 송전철탑의 시공과정을 도시한 공정도.1,2 is a process chart showing the construction process of the conventional transmission tower.

도 3 이하는 본 발명에 의한 시공방법의 실시예를 도시한 것으로서,3 or less shows an embodiment of the construction method according to the present invention,

도 3 내지 6은 공정도.3 to 6 are process diagrams.

도 7은 조각부재의 사시도.7 is a perspective view of the engraving member.

도 8은 영구 거푸집의 평면도.8 is a plan view of a permanent formwork.

**도면의 주요부분에 대한 부호의 설명**DESCRIPTION OF REFERENCE NUMERALS

100 : 기초 구조물 100a : 시공위치100: foundation structure 100a: construction location

110 : 천공 홀 200 : 임시옹벽110: punched hole 200: temporary retaining wall

210 : 현장발생토 220 : 자루210: on-site soil 220: bag

300 : 영구 거푸집 310 : 조각부재300: permanent formwork 310: engraving member

311 : 몸통부 312 : 결합부311: body portion 312: coupling portion

313 : 결합공 314 : 결합구313: coupling hole 314: coupling hole

400 : 영구옹벽 410 : 돌망태400: permanent retaining wall 410: gabion

500 : 송전철탑500: Transmission tower

Claims (9)

경사면 중 기초 구조물 시공위치(100a)의 하측에 임시옹벽(200)을 설치하는 임시옹벽 설치단계;Temporary retaining wall installation step of installing a temporary retaining wall 200 in the lower side of the foundation structure construction position (100a) of the inclined surface; 상기 기초 구조물 시공위치(100a)를 연직방향으로 굴착하여 천공 홀(110)을 형성함과 아울러, 상기 천공 홀(110)에 영구 거푸집(300)을 설치하는 굴착 및 영구 거푸집 설치단계;Excavating and permanent formwork installation step of drilling the foundation structure construction position (100a) in the vertical direction to form a drilling hole (110), and installing a permanent formwork (300) in the drilling hole (110); 상기 천공 홀(110)의 굴착에 의해 발생한 현장발생토(210)를 상기 임시옹벽(200)에 의해 임시로 적치하는 현장발생토(210) 적치단계;A site-occurring soil 210 loading step of temporarily depositing the site-occurring soil 210 generated by the drilling of the drilling hole 110 by the temporary retaining wall 200; 상기 영구 거푸집(300)에 콘크리트를 타설하여 기초 구조물(100)을 형성하는 기초 구조물 형성단계;A foundation structure forming step of forming a foundation structure 100 by pouring concrete into the permanent formwork 300; 상기 천공 홀(110) 중 상기 기초 구조물(100) 상부에 상기 현장발생토(210)를 되메움하는 현장발생토 되메움단계;를 포함하고,And a backfilling site-produced soil filling step of backfilling the site-occurring soil 210 on the base structure 100 in the perforation hole 110. 상기 영구 거푸집(300)은 원통형 구조로서 복수의 조각부재(310)의 결합에 의해 구성되고,The permanent formwork 300 is configured by the combination of a plurality of engraving member 310 as a cylindrical structure, 상기 조각부재(310)는The engraving member 310 is 만곡진 판형의 몸통부(311);Curved plate-shaped body portion 311; 상기 몸통부(311)의 양단에서 외측으로 돌출된 결합부(312);를 포함하며,Includes; engaging portion 312 protruding outward from both ends of the body portion 311, 상기 임시옹벽(200)은 내부에 현장발생토(210)가 충전된 다수의 자루(220)에 의해 형성되고,The temporary retaining wall 200 is formed by a plurality of bags 220 are filled with a field generating soil 210 therein, 상기 현장발생토 되메움단계는The on-site soil backfill step 상기 기초 구조물(100) 상부에 상기 현장발생토(210)를 되메움하는 단계;Backfilling the field-occurring soil 210 on the base structure 100; 상기 임시옹벽(200)을 해체하는 단계;Dismantling the temporary retaining wall (200); 상기 기초 구조물(100)의 하측에 영구옹벽(400)을 설치하는 단계;Installing a permanent retaining wall (400) below the foundation structure (100); 상기 되메움된 현장발생토(210)가 상기 영구옹벽(400)에 의해 지지되도록 하는 단계;를Allowing the backfilled site-generated soil 210 to be supported by the permanent retaining wall 400; 포함하는 것을 특징으로 하는 경사면의 기초 구조물 시공방법.Basic structure construction method of the inclined surface comprising a. 삭제delete 삭제delete 삭제delete 제1항에 있어서,The method of claim 1, 상기 결합부(312)에는 복수의 결합공(313)이 형성되고,The coupling part 312 is formed with a plurality of coupling holes 313, 상기 복수의 조각부재(310)는 상기 결합공(313)에 장착되는 결합구(314)에 의해 상호 결합하는 것을 특징으로 하는 경사면의 기초 구조물 시공방법.The plurality of carving members 310 are mutually coupled by a coupling hole 314 mounted to the coupling hole 313, the construction method of the base structure of the inclined surface. 삭제delete 제1항에 있어서,The method of claim 1, 상기 영구옹벽(400)은 돌망태(410)에 의해 형성되는 것을 특징으로 하는 경사면의 기초 구조물 시공방법.The permanent retaining wall 400 is a method of construction of the base structure of the inclined surface, characterized in that formed by the gabion (410). 제1항, 제5항, 제7항 중 어느 한 항의 경사면의 기초 구조물 시공방법에 의해 기초 구조물(100)을 형성하는 단계;Forming a foundation structure (100) by the method of constructing the foundation structure of the inclined surface of any one of claims 1, 5 and 7. 상기 기초 구조물(100)의 상부에 송전철탑(500)을 시공하는 단계;를Constructing a transmission tower 500 on an upper portion of the foundation structure 100; 포함하는 경사면의 송전철탑 시공방법.Transmission tower construction method of the inclination surface. 제8항에 있어서,9. The method of claim 8, 상기 기초 구조물(100)은 역T형 원형 상판기초인 것을 특징으로 하는 경사면의 송전철탑 시공방법.The foundation structure 100 is a transmission tower construction method of the inclined surface, characterized in that the inverted T-shaped circular base plate.
KR1020090111259A 2009-11-18 2009-11-18 Construction method for foundation of pylon in slope KR101276309B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088163A (en) * 2016-06-17 2016-11-09 国网黑龙江省电力有限公司鸡西供电公司 Iron tower foundation protective cap special modular mold
CN109235480A (en) * 2018-10-12 2019-01-18 国网新疆电力有限公司经济技术研究院 The power transmission tower basis crossed over suitable for riverbed
KR20190082042A (en) 2018-06-18 2019-07-09 황두영 Power line tower having vibration damping function

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669419B (en) * 2012-09-21 2015-12-09 贵阳铝镁设计研究院有限公司 The syndeton of red mud dump antiseepage film and concrete column and construction method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55136365A (en) * 1979-04-06 1980-10-24 Furukawa Aluminium Method of installing form for concrete and such form
JPH10183643A (en) * 1996-12-20 1998-07-14 Nippon Kokan Light Steel Kk Vertical shaft building method for deep foundation
JP2002256573A (en) 2001-03-02 2002-09-11 Chubu Electric Power Co Inc Foundation for existing foundation reinforcing steel tower and construction method for it

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55136365A (en) * 1979-04-06 1980-10-24 Furukawa Aluminium Method of installing form for concrete and such form
JPH10183643A (en) * 1996-12-20 1998-07-14 Nippon Kokan Light Steel Kk Vertical shaft building method for deep foundation
JP2002256573A (en) 2001-03-02 2002-09-11 Chubu Electric Power Co Inc Foundation for existing foundation reinforcing steel tower and construction method for it

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088163A (en) * 2016-06-17 2016-11-09 国网黑龙江省电力有限公司鸡西供电公司 Iron tower foundation protective cap special modular mold
KR20190082042A (en) 2018-06-18 2019-07-09 황두영 Power line tower having vibration damping function
CN109235480A (en) * 2018-10-12 2019-01-18 国网新疆电力有限公司经济技术研究院 The power transmission tower basis crossed over suitable for riverbed

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