KR20130002676U - A concrete multibase of post - Google Patents

A concrete multibase of post Download PDF

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KR20130002676U
KR20130002676U KR2020120002590U KR20120002590U KR20130002676U KR 20130002676 U KR20130002676 U KR 20130002676U KR 2020120002590 U KR2020120002590 U KR 2020120002590U KR 20120002590 U KR20120002590 U KR 20120002590U KR 20130002676 U KR20130002676 U KR 20130002676U
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support
ground
concrete
foundation
facility
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Korean (ko)
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이윤표
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이윤표
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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
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/50—Anchored foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Foundations (AREA)

Abstract

본 고안은 시설물지주 설치시 시설물지주 하부에 부착되어 지중에 매립, 시설물지주의 지지력을 확보하여주는 시설물지주 콘크리트 기초에 관한 것으로, 도 5에서 도시한 바와 같이 하부지지대를 중간지지대 내측에 일직으로 삽입하여 결합시키고, 하부지지대가 삽입 결합된 중간지지대를 콘크리트기초 내측에 형성된 기초지지대 내측에 일직으로 삽입하여 결합시킨다.
콘크리트기초 상단을 망치로 쳐서 하단에 형성된 기초지지대와 보조지지대를 지중에 박아 넣으면, 지중에 서서히 수직 삽입되면서 콘크리트 다단기초는 지중에 삽입되어 고정된다.
콘크리트 다단기초가 지중에 삽입, 고정되면 타입봉으로 중간지지대를 지중에 추가로 삽입시켜 콘크리트 다단기초를 지중에 단단히 고정시킨다음, 타입봉으로 중간지지대 내측에 삽입된 하부지지대를 서서히 삽입시키면 하부지지대는 가동지지대가 양 옆으로 벌어지면서 지중에 수직으로 삽입, 고정되어 콘크리트 다단기초를 더욱 더 단단히 지중에 고정시킨다.
콘크리트 다단기초가 지중에 설치 완료되면, 설치할 시설물지주내측에 콘크리트 다단기초 외측을 일직으로 삽입하여 시설물지주를 설치하는 구조로 별도의 터파기나, 콘크리트구조물 등의 설치 없이 시설물지주를 설치할 수 있는 시설물지주 콘크리트 다단기초에 관한 것이다.The present invention relates to the foundation of facility holding concrete attached to the lower part of the facility holding land when installing the facility holding land, to ensure the support of the facility holding, as shown in Figure 5, the lower support is inserted into the inside of the intermediate support The intermediate support is inserted into the lower support is inserted into the base support formed in the concrete foundation inside the base support is inserted into the coupling.
Hammering the top of the concrete foundation hammer into the base support and auxiliary support formed at the bottom, the concrete multi-stage foundation is inserted into the ground and fixed while gradually vertically inserted into the ground.
If the concrete multi-stage foundation is inserted and fixed in the ground, insert the intermediate support into the ground with a type rod to fix the concrete multi-stage foundation firmly in the ground, and then slowly insert the lower support inserted into the middle support with the type rod. The movable support is inserted and fixed vertically to the ground as the movable support spreads to the side, thereby securing the concrete multi-stage foundation more firmly in the ground.
When the concrete multi-stage foundation is completed in the ground, the facility holder can be installed without inserting a separate trench or concrete structure. It relates to a concrete multi-stage foundation.

Description

시설물지주 콘크리트 다단기초{A concrete multibase of post}A concrete multibase of post

본 고안은 시설물지주 설치시 시설물지주 하부에 부착되어 지중에 매립, 시설물지주의 지지력을 확보하여주는 시설물지주 콘크리트 기초에 관한 것으로, 도5에서 도시한 바와 같이 하부지지대를 중간지지대 내측에 일직으로 삽입하여 결합시키고, 하부지지대가 삽입 결합된 중간지지대를 콘크리트기초 내측에 형성된 기초지지대 내측에 일직으로 삽입하여 결합시킨다.The present invention relates to the foundation of facility holding concrete, which is attached to the lower part of the facility holding land when the installation of the facility holding land, to secure the support of the land holding, inserting the lower support into the inside of the intermediate support as shown in FIG. The intermediate support is inserted into the lower support is inserted into the base support formed in the concrete foundation inside the base support is inserted into the coupling.

콘크리트기초 상단을 망치로 쳐서 하단에 형성된 기초지지대와 보조지지대를 지중에 박아 넣으면, 지중에 서서히 수직 삽입되면서 콘크리트 다단기초는 지중에 삽입되어 고정된다. Hammering the top of the concrete foundation hammer into the base support and auxiliary support formed at the bottom, the concrete multi-stage foundation is inserted into the ground and fixed while gradually vertically inserted into the ground.

콘크리트 다단기초가 지중에 삽입, 고정되면 타입봉으로 중간지지대를 지중에 추가로 삽입시켜 콘크리트 다단기초를 지중에 단단히 고정시킨다음, 타입봉으로 중간지지대 내측에 삽입된 하부지지대를 서서히 삽입시키면 하부지지대는 가동지지대가 양 옆으로 벌어지면서 지중에 수직으로 삽입, 고정되어 콘크리트 다단기초를 더욱 더 단단히 지중에 고정시킨다. If the concrete multi-stage foundation is inserted and fixed in the ground, insert the intermediate support into the ground with a type rod to fix the concrete multi-stage foundation firmly in the ground, and then slowly insert the lower support inserted into the middle support with the type rod. The movable support is inserted and fixed vertically to the ground as the movable support spreads to the side, thereby securing the concrete multi-stage foundation more firmly in the ground.

콘크리트 다단기초가 지중에 설치 완료되면, 설치할 시설물지주내측에 콘크리트 다단기초 외측을 일직으로 삽입하여 시설물지주를 설치하는 구조로 별도의 터파기나, 콘크리트구조물 등의 설치 없이 시설물지주를 설치할 수 있는 시설물지주 콘크리트 다단기초에 관한 것이다.When the concrete multi-stage foundation is completed in the ground, the facility holder can be installed without inserting a separate trench or concrete structure. It relates to a concrete multi-stage foundation.

기존의 시설물지주 설치는 지중에 터파기를 하고 시설물지주 하부를 터파기한 구덩이 내측에 일직으로 삽입하여 설치하거나, 시설물지주의 지지력을 확보하기 위하여 시설물지주 하단에 별도의 근가를 설치거나, 또는 기초콘크리트를 지중에 설치하고 기초콘크리트 상단의 기초볼트에 시설물지주를 결합하는 등의 방법으로 일련의 시설물지주 설치작업을 완성하게 되는 것이다.Existing facility holders can be installed in the ground and inserted into the pit where the lower part of the facility holder is excavated, or install a separate base at the bottom of the facility holder to secure the support of the facility holder, or install the foundation concrete. It will be installed in the ground and the installation of the facility holder will be completed by combining the facility holder with the foundation bolt on the top of the foundation concrete.

이러한 종래의 터파기 후 시설물지주를 직접 매립하거나, 콘크리트 기초를 설치한 후 시설물지주를 설치하면, 일정 크기의 콘크리트기초를 만들고, 터파기를 하고, 되메우고 잔토처리를 해야하는 등의 문제점이 있었다.When the facility land is directly buried after the conventional burrow, or the facility land is installed after the concrete foundation is installed, there is a problem of making a concrete base of a certain size, digging, backfilling, and after-treatment.

이러한 제반 문제점을 보완하여 본 고안자가 시설물지주 보강재(2011. 06. 07, 출원번호10-2011-0054296)을 출원중에 있으며, 도1에서 도시한 바와같이 출원중인 시설물지주보강재는 시설물지주의 크기나 지반의 상태등에 효과적으로 대응하여 설치하는데 어려움이 있으며, 또한 가로등지주 설치시에는 케이블의 인출 전선관 설치 및 안정기설치 등 작업의 불편함이 있어 이를 해소하기 위한 설비의 개선이 필요하다. Complementing these problems, the present inventors are applying for facility holding reinforcement (2011. 06. 07, application number 10-2011-0054296), and the facility holding reinforcing material being applied as shown in FIG. It is difficult to install and respond effectively to the condition of the ground, and also, when installing street lamp holders, there is inconvenience of work such as installation of outgoing conduit of cable and ballast installation.

본 발명은 본 고안자가 출원중인 시설물지주 보강재(2011. 06. 07, 출원번호10-2011-0054296)의 문제점과 가로등지주 설치시에 따르는 작업의 불편함을 개선하기 위하여 고안된 것으로 가로등지주의 크기나 지반의 상태 등에 효과적으로 대응하고, 가로등지주를 설치하는데 있어 보다 편리하고 간편하게 작업할 수 있도록 하여 작업의 효율성을 향상시킬 수 있는 중간지지대와 하부지지대를 이용한 시설물지주 콘크리트 다단기초 설치구조를 제공함에 그 목적이 있다.The present invention is designed to improve the problems of the facility holder reinforcing material (2011. 06. 07, Application No. 10-2011-0054296) pending the inventors and the inconvenience of the work in accordance with the installation of the street lamp holder. To provide a multi-stage foundation structure for facility supports using intermediate supports and lower supports to effectively respond to the condition of the ground and improve the efficiency of the work by making it easier and more convenient to install street lamp posts. There is this.

상기 목적을 해결하기 위한 본 고안은The present invention for solving the above object

시설물지주(10)를 설치하기 위한 콘크리트다단기초(20)의 하부에는 기초지지대(22)와 보조지지대(23)가 형성되고, 콘크리트다단기초(20) 상단에는 안정기걸이대(60)를 설치하기 위한 안정기걸이홈(25)이 형성되었으며, 기초지지대(22) 하단에는 가동지지대이동요철(21)이, 중간에는 케이블 인출을 위한 케이블인입구(24)가 각각 형성되어 있다. A base support 22 and an auxiliary support 23 are formed at the lower portion of the concrete multi-stage foundation 20 for installing the facility support 10, and on the top of the concrete multi-stage foundation 20, a stabilizer hanger 60 is installed. Stabilizer hanger groove 25 is formed, the movable support plate movement concave-convex 21 at the bottom of the base support 22, the cable inlet 24 for the cable withdrawal is formed in the middle.

중간지지대(30) 상부 외측에는 걸림턱(32)이, 하부에는 가동지지대 이동요철(31)이 각각 형성되어 있다. The locking jaw 32 is formed at the upper outside of the intermediate support 30, and the movable support movement concave-convex 31 is formed at the bottom thereof.

하부지지대(40) 상단부는 막혀 있으며, 내측에는 중앙지지대(33)와 가동지지대(32)가 형성되어 있고, 하단부에는 가동지지대이동요철(41)이 형성되어 있다.The upper end of the lower support 40 is blocked, and the inner side of the central support 33 and the movable support 32 is formed, the lower end of the movable support movement concave-convex 41 is formed.

기초지지대(22) 내측에 삽입된 각종 지지대를 지중에 타입 시킬 타입봉(50), 안정기를 취부하기 위한 안정기걸이대(60)가 구비된 구성을 특징으로 갖는다.It is characterized in that the type bar 50 to type the various supports inserted into the base support 22 in the ground, the stabilizer hanger 60 for mounting the ballast is characterized in that the configuration.

본 발명은 콘크리트기초 내측에 형성된 기초지지대(22) 내측에 일직으로 중간지지대(30)와 하부지지대(40)을 삽입시키고, 타입봉(50) 이용하여 지지대의 지중 삽입을 다단으로 조절하여 설치할 수 있으며, 특히 하부지지대(40)에 형성된 가동지지대(42)는 지중에 삽입시 가동지지대이동요철(41)을 따라 벌어지며 지중에 삽입되어, 강력한 지지력을 확보할 수 있고 또한 다양한 크기의 각종 시설물지주을 간편하고 효율적으로 설치할 수 있다.The present invention can be installed by inserting the intermediate support 30 and the lower support 40 in a straight line inside the base support 22 formed inside the concrete foundation, by adjusting the underground insertion of the support using a multi-stage bar 50. In particular, the movable support 42 formed on the lower support 40 is opened along the movable support movement concave-convex 41 when inserted into the ground, and inserted into the ground, thereby securing a strong supporting force and also providing various facility supports of various sizes. Simple and efficient installation

아울러 가로등지주 설치시에는 콘크리트다단기초(20) 상단에 형성된 안정기걸이대홈(24)과 기초지지대(22) 중간에 형성된 케이블인입구(24)을 이용하여 케이블 및 안정기 설치를 별도의 추가작업 없이 시공할 수가 있어 효율적이고 경제적으로 다양한 시설물지주를 시공할 수 있다.In addition, when installing the street lamp post, using the cable inlet 24 formed in the middle of the stabilizer hanger groove 24 and the base support 22 formed on the concrete multi-stage foundation 20, the cable and the stabilizer can be installed without additional work. It is possible to construct various facility holders efficiently and economically.

도면 1은 종래의 시설물지주 설치상태도
도면 2는 본 고안의 구성도
도면 3은 본 고안의 기초 조립도
도면 4는 본 고안의 기초 설치도
도면 5는 본 고안의 시설물지주 설치도1 is a state diagram of a conventional facility holding installation
2 is a block diagram of the present invention
3 is a basic assembly diagram of the present invention
4 is a basic installation of the present invention
5 is a facility holding installation diagram of the subject innovation

본 고안에 의한 콘크리트다단기초(20)의 설치방법을 살펴보면, 먼저 도 3의 기초조립도에서 도시한 바와 같이 시설물지주(10)에 사용될 콘크리트다단기초(20)의 하부지지대(40)를 중간지지대(30) 내측에 일직으로 삽입, 결합시킨다. Looking at the installation method of the concrete multi-stage foundation 20 according to the present invention, as shown in the basic assembly diagram of Figure 3, the lower support 40 of the concrete multi-stage foundation 20 to be used in the facility support 10 intermediate support (30) It is inserted and combined in a straight inside.

이때 하부지지대(40)의 가동지지대(42)는 가동지지대이동요철(31,41)에 각 각 결합 된다.At this time, the movable support 42 of the lower support 40 is coupled to the movable support movement irregularities (31, 41), respectively.

하부지지대(40)가 내측에 삽입, 결합된 중간지지대(30)를 콘크리트다단기초(20) 내측, 중앙에 형성된 기초지지대(22)의 내측에 일직으로 삽입하여 결합시키고, 가동지지대(42)는 가동지지대이동요철(21)에 결합시켜 콘크리트다단기초(10)의 조립을 완료한다.The lower support 40 is inserted into the inner support 30, the intermediate support 30 is inserted into the inner side of the concrete multi-stage foundation 20, and inserted into the inner side of the base support 22 formed in the center to combine, the movable support 42 It is coupled to the movable support movement unevenness 21 to complete the assembly of the concrete multi-stage foundation (10).

도 4의 기초 설치도에서 도시한 바와 같이 시설물지주(10)를 설치할 위치를 선정하고, 선정된 위치에 조립된 콘크리트다단기초(20) 상단을 망치로 치면 기초지지대(22)와 보조지지대(23)가 지중에 삽입되며 콘크리트다단기초(20)는 지면에 고정된다.As shown in the basic installation diagram of FIG. 4, the installation site 10 is selected, and the base support 22 and the auxiliary support 23 are hammered at the top of the concrete multi-stage foundation 20 assembled at the selected location. ) Is inserted into the ground and concrete multi-stage foundation (20) is fixed to the ground.

지면에 고정된 콘크리트다단기초(20) 중앙에 형성된 기초지지대(22) 내측에 타입봉(50)을 삽입된 중간지지대(30) 상단에 일치시킨 후, 망치로 쳐서 중간지지대(30)을 지중에 삽입시키면, 기초지지대(20) 하단에 형성된 가동지지대이동요철(21)이 벌어지면서 중간지지대(30)가 지중에 일정깊이로 삽입되고, 중간지지대(30) 상부에 형성된 걸림턱(32)이 기초지지대(22) 하부에 형성된 가동지지대이동요철(21)이 벌어지면서 생긴 공간에 결합되면서 고정된다.After matching the type bar 50 to the upper end of the intermediate support 30 inserted into the base support 22 formed in the center of the concrete multi-stage foundation 20 fixed to the ground, hit the intermediate support 30 in the ground by hammering When inserted, the movable support moving concave-convex (21) formed at the bottom of the base support 20 is opened, the intermediate support 30 is inserted into the ground to a certain depth, the locking step 32 formed on the middle support 30 is the foundation The movable support movement concave-convex (21) formed at the bottom of the support (22) is fixed while being coupled to the space created.

타입봉(50)을 중간지지대(30) 내측에 일직으로 삽입된 하부지지대(40) 상단에 일치시키고 망치로 쳐서 하부지지대(40)를 지중에 삽입시키면, 중앙지지대(43)는 지중에 수직으로 삽입되고, 가동지지대(32)는 가동지지대이동요철(31, 41)을 따라 서서히 벌어지면서 지중에 삽입된다.When the type bar 50 is aligned with the upper end of the lower support 40 inserted in a straight line inside the middle support 30 and the lower support 40 is inserted into the ground by the hammer, the center support 43 is perpendicular to the ground. The movable support 32 is inserted into the ground while gradually opening along the movable support movement irregularities 31 and 41.

이때 하부지지대(40) 상단에 형성된 가동지지대이동요철(41)이 중간지지대(30) 하단에 형성된 가동지지대이동요철(31)과 결합되면서 고정된다.At this time, the movable support movement concave-convex 41 formed at the upper end of the lower support 40 is fixed while being coupled with the movable support movement concave-convex 31 formed at the bottom of the intermediate support 30.

콘크리트다단기초(20)의 지중설치가 끝나면, 안정기걸이대(60)을 콘크리트다단기초(20) 상단에 형성된 안정기걸이홈(25)에 일직으로 삽입하여 설치하고,When the underground installation of concrete multi-stage foundation (20) is finished, insert the ballast rack 60 into the ballast hook groove (25) formed on the top of the concrete multi-stage foundation (20) in a straight line,

도 5의 시설물지주 설치도에서 도시한 바와 같이 콘크리트다단기초(20) 외측에 일직으로 시설물지주(10) 내측을 삽입, 결합시킴으로써 시설물지주(10)의 설치를 완료한다. 5, the installation of the facility holder 10 is completed by inserting and coupling the facility holder 10 to the outside of the concrete multi-stage foundation 20, as shown in FIG.

이때 케이블은 기초지지대(20) 중간에 형성된 케이블인입구(24)을 통하여 안정기걸이대(60)의 단자대를 거쳐 등기구에 연결된다.At this time, the cable is connected to the luminaire through the terminal block of the ballast rack 60 through the cable inlet 24 formed in the middle of the base support 20.

10.시설물지주 21, 31, 41 가동지지대이동요철 20.콘크리트다단기초 22.기초지지대 23.보조지지대 24.케이블인입구 25. 안정기걸이홈
30.중간지지대 32.상부걸림턱 40.하부지지대 42.가동지지대
43.중앙지지대 50.타입봉 60.안정기걸이대 10. Facility holder 21, 31, 41 Movable moving base 20. Concrete multi-level foundation 22. Base support 23. Auxiliary support 24. Cable entry 25. Ballast hanger groove
30. Middle support 32. Upper locking jaw 40. Lower support 42. Movable support
43.Center support 50.Type rod 60.Stabilizer hanger

Claims (3)

시설물지주(10)를 설치하기 위한 콘크리트다단기초(20)의 하부에는 기초지지대(22)와 보조지지대(23)가 형성되고, 콘크리트다단기초(20) 상단에는 안정기걸이대(60)를 설치하기 위한 안정기걸이홈(25)이 형성되었으며, 기초지지대(22) 하단에는 가동지지대이동요철(21)이, 중간에는 케이블 인출을 위한 케이블인입구(24)가 각각 형성되어 있고,
중간지지대(30) 상부 외측에는 걸림턱(32)이, 하부에는 가동지지대 이동요철(31)이 각각 형성되어 있다.
하부지지대(40) 상단부는 막혀 있으며, 내측에는 중앙지지대(33)와 가동지지대(32)가 형성되어 있고, 하단부에는 가동지지대이동요철(41)이 형성되어 있으며,
기초지지대(22) 내측에 삽입된 각종 지지대를 타입봉(50)을 이용하여 지중에 삽입, 고정시키며, 안정기를 취부하기 위한 안정기걸이대(60)가 구비된 구성을 특징으로 하는 시설물지주 콘크리트다단기초 설치구조.A base support 22 and an auxiliary support 23 are formed at the lower portion of the concrete multi-stage foundation 20 for installing the facility support 10, and on the top of the concrete multi-stage foundation 20, a stabilizer hanger 60 is installed. Stabilizer hanger groove 25 is formed, the movable support moving concave-convex 21 at the bottom of the base support 22, the cable inlet 24 for the cable withdrawal is formed in the middle,
The locking jaw 32 is formed at the upper outside of the intermediate support 30, and the movable support movement concave-convex 31 is formed at the bottom thereof.
The upper end of the lower support 40 is blocked, the inner support is formed in the center support 33 and the movable support 32, the lower end of the movable support movement irregularities 41 is formed,
Facility support concrete multi-stage foundation, characterized in that the various supporters inserted into the base support 22 is inserted and fixed in the ground using the type rod 50, and the stabilizer hanger 60 for mounting the ballast is provided. Installation structure. 청구항1에 있어서
하부지지대(40) 상단부는 막혀 있으며, 내측에는 중앙지지대(33)와 가동지지대(32)가 형성되어 있고, 상단부 하측에는 가동지지대이동요철(41)이 형성되어 있으며, 각종 지지대 내측에 삽입되어 타입봉(50)으로 지중 삽입시 가동지지대(42)가 가동지지대이동요철(41, 31, 21)을 따라 좌우로 벌어지면서 지중에 삽입, 고정되는 구성을 특징으로 하는 시설물지주 콘크리트다단기초 설치구조The method according to claim 1
The upper end of the lower support 40 is clogged, the inner support is formed with a central support 33 and the movable support 32, the lower support of the movable support movement concave-convex 41 is formed, is inserted into the inside of the various support type Facility support concrete multi-stage foundation installation structure, characterized in that the movable support 42 is inserted into the ground while being fixed to the ground along the movable support movement (41, 31, 21) when inserting the ground into the rod (50) 청구항1에 있어서
상단에 안정기걸이대(60)을 취부할 수 있는 안정기걸이대홈(25)이 형성되고, 기초지지대(22) 중간 외측에 케이블을 인출할 수 있는 케이블인입구(24)가 형성된 구조를 특징으로 하는 시설물지주 콘크리트다단기초 설치구조 The method according to claim 1
Facility support, characterized in that the stabilizer hanger groove 25 is formed on the upper end of the stabilizer hanger (60) can be mounted, the cable inlet 24 is formed in the middle of the base support 22 to draw the cable Concrete multi-stage foundation installation structure
KR2020120002590U 2011-10-24 2012-03-30 A concrete multibase of post KR20130002676U (en)

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KR20110009408 2011-10-24

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200476162Y1 (en) * 2014-11-17 2015-02-03 이윤표 Assembling type pipe base
CN108678530A (en) * 2018-06-12 2018-10-19 葫芦岛智多多科技有限责任公司 A kind of electric pole root fixing device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200476162Y1 (en) * 2014-11-17 2015-02-03 이윤표 Assembling type pipe base
CN108678530A (en) * 2018-06-12 2018-10-19 葫芦岛智多多科技有限责任公司 A kind of electric pole root fixing device

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