KR100840086B1 - Construction work method of compositeness rain water tank - Google Patents

Construction work method of compositeness rain water tank Download PDF

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KR100840086B1
KR100840086B1 KR1020050126660A KR20050126660A KR100840086B1 KR 100840086 B1 KR100840086 B1 KR 100840086B1 KR 1020050126660 A KR1020050126660 A KR 1020050126660A KR 20050126660 A KR20050126660 A KR 20050126660A KR 100840086 B1 KR100840086 B1 KR 100840086B1
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storage tank
rainwater
rainwater storage
frp
square steel
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KR1020050126660A
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KR20070065997A (en
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남궁락
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주식회사 준별에프알피산업
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    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/105—Accessories, e.g. flow regulators or cleaning devices

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

본 발명은 가정, 학교, 관공서 지붕에서 흐르는 빗물을 이용한 빗물 저류조 시공공법과 빗물 저류조를 구성하기 위한 빗물 저류조 구조물에 관한 것으로 더 상세하게는 빗물 저류조의 시공성과 완성도를 향상시키기 위한 빗물 저류조의 시공공법과 윤하중 및 연직토압, 수평측압 등에 대하여 변형이 없고 구조적으로 안전하면서도 반영구적인 빗물 저류조를 제공하는 것이다.The present invention relates to a rainwater storage tank construction method using rainwater flowing from the roof of homes, schools, government offices and a rainwater storage tank structure for configuring the rainwater storage tank, and more specifically, the construction method of the rainwater storage tank to improve the construction and completeness of the rainwater storage tank It is to provide structurally safe and semi-permanent rainwater storage tank without deformation against overload load, vertical earth pressure and horizontal side pressure.

빗물 저류조 시공공법은 지하 공간 또는 지상의 바닥에 빗물 저류조 기초대를 설치하고 기초대 위에 빗물 저류조를 설치하는 단계, 빗물이 유입되는 인입관 및 물이 익류되는 관과 퇴수관을 연결하는 배관의 설치 단계, 그리고 빗물 저류조의 물을 양수하여 사용하기 위한 양수 펌프 시설을 설치하는 단계로 이루어진다.Rainwater storage tank construction method is to install the rainwater storage tank foundation on the ground or the ground of the ground and the rainwater storage tank on the foundation, the installation of the rainwater inflow pipe and the water flow pipe and the discharge pipe And installing a pumping pump facility for pumping and using the water in the rainwater reservoir.

빗물 저류조를 구조적으로 각종 하중으로부터 안전한 구조물이 되게 제작하기 위하여 빗물 저류조의 복합구조(구조용 각형강관+FRP) 슬래브판 제작은 윤하중, 연직하중을 고려하여 FRP판넬 위에 가로, 세로방향으로 구조용 각형강관을 일정간격으로 배열, 용접하여 올려놓고 그 위에 FRP 적층하여 제작한다. 수평측압에 안전하도록 빗물 저류조의 복합구조(구조용 각형강관+FRP) 벽체판 제작은 FRP판넬 위에 가로, 세로방향으로 구조용 각형강관을 일정간격으로 배열, 용접하여 올려놓고 그 위에 FRP 적층하여 제작한다. 윤하중, 연직하중, 벽체자중에 안전하도록 빗물 저류조의 복합구조(구조용 각형강관+FRP) 바닥판 제작은 FRP판넬 위에 가로, 세로방향으로 구조용 각형강관을 일정간격으로 배열, 용접하여 올려놓고 그 위에 FRP 적층하여 제작한다. 마지막으로 이렇게 제작된 복합구조(구조용 각형강관+FRP) 슬래브판, 벽체판, 바닥판들을 서로 용접하여 조립하고 FRP 적층으로 마무리하여 하나의 구조물로 형성시키며 출입구를 만들기 위해 복합구조(구조용 각형강관+FRP) 슬래브판 위에 높이 조절대를 놓고 그 위에 철개를 놓아 설치하여 유지관리에 어려움이 없도록 한다.In order to make the rainwater storage tank structurally safe from various loads, the composite structure of the rainwater storage tank (structural square steel pipe + FRP) slab plate production is required to make structural square steel pipes horizontally and vertically on the FRP panel in consideration of lubricating and vertical loads. It is produced by arranging, welding and placing at regular intervals and laminating FRP on it. In order to secure the horizontal pressure, the composite structure of the rainwater storage tank (structural square steel pipe + FRP) is manufactured by arranging, welding and placing the structural square steel pipe on the FRP panel in the horizontal and vertical directions at regular intervals, and laminating it on the FRP panel. In order to manufacture the composite structure of rainwater storage tank (structural square steel pipe + FRP) bottom plate to be safe in wheel load, vertical load and wall, the horizontal square plate is arranged and welded on the FRP panel in the horizontal and vertical direction at regular intervals. It is produced by laminating. Finally, the composite structure (structural square steel pipe + FRP) made of slab plate, wall plate and bottom plate are welded together, then assembled by FRP lamination to form one structure, and the composite structure (structural square steel pipe + FRP) Place the height adjuster on the slab plate and install the iron on it so that there is no difficulty in maintenance.

따라서, 사전에 공장에서 빗물 저류조를 하나의 구조물로 제품화하여 납품 및 시공함으로서 빗물 저류조의 설치공기를 단축시킬 수 있으며 안전한 구조물의 빗물 저류조를 축조할 수 있다.Therefore, by supplying and constructing the rainwater storage tank as a structure in advance in the factory, the installation air of the rainwater storage tank can be shortened, and the rainwater storage tank of the safe structure can be constructed.

지하 저류조, 지상 저류조, 저류조 제작, 저류조 시공공법 Underground storage tank, ground storage tank, storage tank manufacturing, storage tank construction method

Description

복합구조 재료를 이용한 빗물 저류조 시공공법 {Construction work method of compositeness rain water tank}Construction method of compositeness rain water tank

도 1은 본 발명에 따른 초기 빗물 저류조와 빗물 저류조 입체도1 is a three-dimensional view of the initial rainwater storage tank and rainwater storage tank according to the present invention

도 2는 본 발명에 따른 초기 빗물 저류조와 빗물 저류조로서Figure 2 is the initial rainwater storage tank and rainwater storage tank according to the present invention

(a)는 평면도(a) a plan view

(b)는 단면도(b) section

도 3은 본 발명에 따른 빗물 저류조로서3 is a rainwater storage tank according to the present invention

(a)는 평면도(a) a plan view

(b)는 정면 단면도(b) the front section

도 4는 본 발명에 따른 빗물 저류조로서4 is a rainwater storage tank according to the present invention

(a)는 평면도(a) a plan view

(b)는 측면 단면도(b) side cross-sectional view

도 5는 본 발명에 따른 초기 빗물 저류조와 빗물 저류조 활용 계통도5 is an initial rainwater storage tank and rainwater storage tank utilization system diagram according to the present invention

※ 도면의 주요 부분에 대한 부호의 설명 ※※ Explanation of code about main part of drawing ※

1. 초기 빗물 저류조1. Initial Rainwater Reservoir

2. 빗물 저류조2. Rainwater Storage Tank

3. FRP 적층 (FRP Overlay)3. FRP Overlay

4. 복합구조(구조용 각형강관 + FRP) 슬래브판4. Composite structure (structural square steel pipe + FRP) slab plate

5. 복합구조(구조용 각형강관 + FRP) 벽체판5. Composite structure (structural square steel pipe + FRP) wall board

6. 복합구조(구조용 각형강관 + FRP) 바닥판6. Composite Structure (Structural Steel Pipe + FRP) Bottom Plate

7. 초기 빗물 인입관 8. 볼탑 시설7. Initial rainwater inlet pipe 8. Ball tower facility

9. 초기 빗물 저류조 익류관 10. 초기 빗물 저류조 퇴수관9. Initial rainwater reservoir tank 10. Initial rainwater reservoir drainage pipe

11. 빗물 인입관 12. 양수 펌프 시설11. Rainwater inlet pipe 12. Pumping pump facility

13. 빗물 저류조 익류관 14. 빗물 저류조 퇴수관13. Rainwater Storage Tanks 14. Rainwater Storage Tanks

15. 높이 조절대 16. 철 개15. Height adjuster 16. Iron dog

17. FRP 판넬 18. 구조용 각형강관17. FRP panel 18. Structural square steel pipe

19. 바닥면 조성 20. 불포화 폴리에스테르 수지
21.유리 섬유 22. 조작밸브19. Bottom composition 20. Unsaturated polyester resin
21.glass fiber 22.operating valve

삭제delete

23.퇴수 레바23. Evacuation lever

빗물 이용의 종래 기술은 가정, 학교, 관공서 등의 지붕에서 흐르는 물을 적은Conventional techniques of rainwater use less water flowing from the roof of homes, schools, government offices, etc.

양만 플라스틱 용기에 담아 사용하는 것이 전부였다It was all about using them in plastic containers.

발명에 속하는 새로운 공법은 공장 제품으로 용량에 따라 축조가 가능하며 설치도 간단하여 도시 환경에 크게 이바지하게 된다.The new method belonging to the invention is a factory product, which can be constructed according to its capacity, and its installation is simple, which greatly contributes to the urban environment.

도 1은 초기 빗물 저류조(1)와 빗물 저류조(2)를 연결한 입체도이고,1 is a three-dimensional view connecting the initial rainwater storage tank (1) and the rainwater storage tank (2),

도 2-a는 초기 빗물 저류조(1)와 빗물 저류조(2)를 나타낸 평면도이고,2-a is a plan view showing the initial rainwater storage tank 1 and the rainwater storage tank 2,

도 2-b는 단면도이다.2-b is a sectional view.

도 3-a는 빗물 저류조(2)를 나타낸 평면도이고,3-a is a plan view showing the rainwater storage tank 2,

도 3-b는 정면 단면도이다.3-b is a front sectional view.

도 4-a는 빗물 저류조(2)를 나타낸 평면도이고,4-A is a plan view showing the rainwater storage tank 2,

도 4-b는 측면 단면도이다.4-b is a side cross-sectional view.

따라서, 설치공간 규모에 따라 다양한 빗물 저류조를 축조할 수 있다.Therefore, it is possible to build a variety of rainwater storage tank according to the size of the installation space.

따라서 본 발명의 목적은 빗물 저류조의 사전 제작을 통한 시공공법의 적용에 있어서 가정, 학교, 관공서 등의 마당 밑의 지하공간이나 지상에 복합구조(구조용 각형강관 + FRP)물의 빗물 저류조를 손쉽게 설치하는 공법을 제공하는 것이다.Accordingly, an object of the present invention is to easily install a rainwater storage tank of a composite structure (structural square steel pipe + FRP) in the underground space or the ground under the yard of home, school, government office, etc. in the application of the construction method through the pre-production of the rainwater storage tank. It is to provide a method.

본 발명의 다른 목적은 빗물 저류조의 변형 요인과 누수 등에 대하여 구조적으로 보다 안전한 빗물 저류조를 제공하는 것과 빗물 저류조의 사전 제작 문제로써 복합구조(구조용 각형강관 + FRP) 재료를 이용하는데 있어 소재의 이용 선택성을 확정시키는 것이다.Another object of the present invention is to provide a structurally safe rainwater storage tank against deformation factors and leakage of rainwater storage tanks, and the use of materials in using a composite structure (structural square steel pipe + FRP) material as a pre-production problem of rainwater storage tanks. To confirm.

이러한 목적들을 달성하기 위한 본 발명의 특징은 빗물 저류조 설치 위치를 중심으로 지하공간 또는 지상의 바닥에 빗물 저류조 기초대를 형성하고 형성된 기초대 위에 사전에 제작된 빗물 저류조를 설치하며 상부 측에는 유지 관리를 위한 출입 맨홀 철개를 설치하고 그 주변부는 FRP로 적층한다.The characteristics of the present invention for achieving these objectives is to form a rainwater reservoir basin in the basement or ground of the rainwater reservoir installation center around the installation position, and install a pre-fabricated rainwater reservoir on the formed base, and the maintenance on the upper side Install the entry and exit manholes for the periphery and stack the periphery with FRP.

마지막으로 초기 빗물 저류조 내에 볼탑 시설을 설치하여 초기 빗물 저류조가 만수위 되면 볼탑 시설이 작동하여 빗물 저류조로 빗물이 유입되도록 유도하는 단계로 이루어지는 빗물 저류조 시공법에 있어서 상기 빗물 저류조 시공 공법은 복합구조(구조용 각형강관 + FRP)재로 사전 성형 제작된 빗물 저류조가 안착될 지하 공간을 굴착하여 지하 공간의 바닥에 빗물 저류조 콘크리트 기초대를 설치하고 그 위에 빗물 저류조를 콘크리트 기초대에 놓고 콘크리트 기초대와 빗물 저류조가 만나는 하부주위를 FRP로 적층하여 동일체 구조가 형성되는 단계로 이루어지는 것을 특징으로 한다.Finally, in the rainwater storage tank construction method in which the ball tower facility is installed in the initial rainwater storage tank to induce rainwater to flow into the rainwater storage tank when the initial rainwater storage tank is full, the rainwater storage tank construction method is a complex structure (structural square) Excavate underground space where the rainwater storage tank preformed with steel pipe + FRP) material is installed, install rainwater storage concrete foundation on the base of underground space, put rainwater storage tank on concrete foundation, and concrete foundation and rainwater storage tank meet The lower periphery is characterized by consisting of a step of forming an homogeneous structure by laminating with FRP.

본 발명의 다른 특징은 바닥이 막혀 있고 윗면은 열리고 닫히며 그 내부는 통으로 비워져 있어 담수할 수 있으며, 임의로 양수 펌프의 조작이 빗물 저류조 상단에서 가능하도록 설계되었고, 구조용 각형강관과 FRP 모재로 사전 제작되어 설치되는 빗물 저류조 구조물에 있어서 상기 빗물 저류조 구조물은 윤하중에 안전하도록 구조용 각형강관이 일정 간격으로 가로, 세로로 배열된 복합구조(구조용 각형강관 + FRP) 슬래브판과 수평토압에 안전하도록 구조용 각형강관이 일정 간격으로 가로, 세로로 배열된 복합구조(구조용 각형강관 + FRP) 벽체판과 윤하중, 벽체판 자중이 합쳐 안전하도록 구조용 각형강관이 일정간격으로 가로, 세로로 배열된 복합구조(구조용 각형강관 + FRP) 바닥판으로 구성되어 있다.
복합구조(구조용 각형강관 + FRP) 바닥판과 복합구조(구조용 각형강관 + FRP) 벽체판은 만나는 면끼리 서로 용접하여 강결되고 복합구조(구조용 각형강관 + FRP) 벽체판과 복합구조(구조용 각형강관 + FRP) 슬래브판도 서로 만나는 면끼리 용접하여 강결되며 용접한 부위는 FRP 적층으로 마무리하여 하나의 구조체가 이루어지는 것을 특징으로 한다.Another feature of the present invention is that the bottom is blocked and the top is opened and closed and the inside is empty with a tub so that it can be fresh water, and the design of the pump can be arbitrarily operated at the top of the rainwater reservoir, and prefabricated with structural square steel pipe and FRP base material. In the rainwater storage tank structure, which is installed and installed in the rainwater storage tank structure, the structural square steel pipes are arranged horizontally and vertically at regular intervals so as to be safe for lubrication load (structural square steel pipes + FRP). Composite structure arranged horizontally and vertically at regular intervals (structural square steel pipe + FRP) Composite structure where structural square steel pipes are arranged horizontally and vertically at regular intervals so that the wall plate, wheel load and wall plate self weight are safe together + FRP) bottom plate.
The composite structure (structural square steel pipe + FRP) bottom plate and the composite structure (structural square steel pipe + FRP) wall plate are welded to each other to be stiffened, and the composite structure (structural square steel pipe + FRP) wall plate and the composite structure (structural square steel pipe) + FRP) The slab plate is also welded and stiffened by the faces that meet each other, and the welded portion is finished by FRP lamination, characterized in that one structure is made.

위의 빗물 저류조를 시공하게 되면 공기 단축에 유리하며 각종 외압에 대한 다른 보안 작업이 필요 없다. 또한 작업성도 좋고 누수가 되지 않으며 반영구적인 빗물 저류조를 시공할 수 있다.Construction of the rainwater reservoir above is advantageous for shortening the air and does not require any other security work on various external pressures. In addition, workability is good and water does not leak and semipermanent rainwater storage tanks can be constructed.

이하 본 발명의 실시 예를 도면을 참고로 설명하면 다음과 같다.Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

본 발명의 실시 예에 따른 초기 빗물 저류조(1)와 빗물 저류조(2)의 형태는 도1과 같다.The initial rainwater storage tank 1 and the rainwater storage tank 2 according to the embodiment of the present invention are as shown in FIG.

본 발명에 따른 초기 빗물 저류조(1)와 빗물 저류조(2)는 복합구조(구조용 각형강관 + FRP) 슬래브판(4), 복합구조(구조용 각형강관 + FRP) 벽체판(5), 복합구조(구조용 각형강관 + FRP) 바닥판(6)이 주요 부분으로 구성되며 위에서 열거한 복합구조(구조용 각형강관 + FRP) 각종판(4,5,6)들의 제작방법은 FRP 판넬(17) 위에 가로, 세로방향으로 구조용 각형강관(18)을 일정간격으로 배열, 용접하여 올려놓고 그 위에 유리섬유(21)와 불포화 폴리에스테르 수지(20)를 여러번 번갈아 적층하여 FRP 판넬(17)과 구조용 각형강관(18)이 부착된 복합구조(구조용 각형강관 + FRP) 각종판(4,5,6)들의 제작이 완성하게 된다.Initial rainwater storage tank (1) and rainwater storage tank (2) according to the present invention is a composite structure (structural square steel pipe + FRP) slab plate 4, composite structure (structural square steel pipe + FRP) wall plate (5), composite structure ( Structural square steel pipe + FRP) The bottom plate 6 is composed of the main parts, and the manufacturing method of the various structures (structural square steel pipe + FRP) various plates 4, 5, and 6 listed above is horizontally formed on the FRP panel 17. Structural rectangular steel pipe 18 is arranged in a longitudinal direction at a predetermined interval, welded, and the glass fiber 21 and the unsaturated polyester resin 20 are alternately laminated several times on the FRP panel 17 and the structural rectangular steel pipe 18. The composite plate (structural square steel pipe + FRP) attached to the board is completed.

삭제delete

이렇게 제작된 복합구조(구조용 각형강관 + FRP) 바닥판(6) 위에 복합구조(구조용 각형강관 + FRP) 벽체판(5)을 세워 올려놓고 용접하여 강결하고 복합구조(구조용 각형강관 + FRP) 벽체판(5) 위에 복합구조(구조용 각형강관 + FRP) 슬래브판(4)을 올려놓고 용접하여 강결한다. 강결된 부위는 FRP로 적층(3)하여 전체가 하나의 구조체가 되도록 하여 내부에 저류된 물이 누수가 되지 않도록 제작한다.
이렇게 공장에서 제작된 초기 빗물 저류조(1) 및 빗물 저류조(2)를 현장으로 운반하여 사전에 형성된 지하 공간 또는 지상의 바닥 초기 빗물 저류조 및 빗물 저류조 콘크리트 기초대(19) 위에 FRP 적층(3)하여 시공한다.The composite structure (structural square steel pipe + FRP) bottom plate (6) is placed on top of the composite structure (structural square steel pipe + FRP) wall plate (5) and then welded and welded to the composite structure (structural square steel pipe + FRP) wall. The composite structure (structural square steel pipe + FRP) slab plate 4 is placed on the plate 5 and welded thereto. The rigid part is laminated (3) with FRP so that the whole becomes one structure so that the water stored therein is not leaked.
Thus, the initial rainwater storage tank (1) and rainwater storage tank (2) produced in the factory is transported to the site, and the FRP laminated (3) on the concrete foundation (19) for the initial rainwater storage tank and the rainwater storage tank in the ground formed in the ground or the ground in advance. Construct

초기 빗물 저류조(1)와 빗물 저류조(2)의 시공이 완료되면 초기 빗물 인입관(7)과 볼탑 시설(8), 빗물 인입관(11) 설치를 하여 자동으로 초기 빗물 저류조(1)가 만수위가 되면 볼탑 시설(8)이 작동하여 빗물 저류조(2)로 빗물 인입관(11)을 통해 빗물이 유입되어 빗물 저류조(2)에 빗물이 저장되도록 한다.When the construction of the initial rainwater storage tank (1) and the rainwater storage tank (2) is completed, the initial rainwater inlet pipe (7), the ball tower facility (8), and the rainwater inlet pipe (11) are installed. When the ball tower facility (8) is operated to the rainwater flows through the rainwater inlet pipe 11 into the rainwater storage tank (2) to ensure that rainwater is stored in the rainwater storage tank (2).

초기 빗물 저류조(1)는 초기 강우시 더러워진 물이므로 초기 빗물 저류조 퇴수 레바(23)를 조작하여 초기 빗물 저류조 퇴수관(10)을 통해 방출할 수 있도록 설치하여 평상시에는 비워 두었다가 비가 오면 자동으로 채워지도록 한다. 빗물 저류조(2)의 물을 이용하기 위하여 양수 펌프 시설(12)을 복합구조(구조용 각형강관 + FRP) 슬래브판(4) 위에 설치한다. 빗물 저류조(2) 청소 및 익류수를 익류하기 위해 조작밸브(22)및 퇴수관(14), 익류관(13)을 설치한다.Since the initial rainwater storage tank (1) is dirty water during the initial rainfall, it is installed so that it can be discharged through the initial rainwater storage tank discharge pipe (10) by manipulating the initial rainwater storage tank drainage lever (23) so that it is normally empty so that it fills automatically when it rains. do. In order to use the water of the rainwater storage tank 2, the pump pump facility 12 is installed on the slab plate 4 of the composite structure (structural square steel pipe + FRP). In order to clean the rainwater storage tank (2) and to flow the water, the operation valve (22), the discharge pipe (14) and the flow pipe (13) are installed.

위와 같은 과정을 거쳐 초기 빗물 저류조(1) 및 빗물 저류조(2)의 시공 및 배관의 설치가 완료되면 복합구조(구조용 각형강관 + FRP) 슬래브판(4) 위에 유지관리를 위하여 철개(16)를 올려놓고 철개(16) 주위를 따라 FRP로 적층(3)하여 고정시킨다.After the construction of the initial rainwater storage tank (1) and rainwater storage tank (2) through the above process and the installation of the piping is completed, the iron plate (16) for maintenance on the composite structure (structural square steel pipe + FRP) slab plate (4) It is placed and fixed by stacking (3) FRP along the perimeter of the pawl (16).

마지막으로 초기 빗물 저류조(1)와 빗물 저류조(2) 설치가 완료되면 초기 빗물 저류조(1)와 빗물 저류조(2) 주위를 되메우기하고 포장하여 시공을 마무리한다.Finally, when the initial rainwater storage tank (1) and the rainwater storage tank (2) installation is completed, backfill and wrap around the initial rainwater storage tank (1) and the rainwater storage tank (2) to finish the construction.

이와 같이 본 발명은 초기 빗물 저류조와 빗물 저류조의 사전 제작을 통하여 공사장 주변이 깨끗하고, 복합구조(구조용 각형강관 + FRP)재의 이용에 따른 강도 문제를 보완하는 효과가 있으며 빗물 저류조의 규모에 따른 다양한 변형 요인과 누수 등에 대하여 구조적으로 안전하도록 발명되었으며 복합구조(구조용 각형강관 + FRP)재의 재료적인 특성상 반영구적인 구조물이 된다. 또한 구조물이 부식되지 않고 청결하여 유지관리에 어려움이 없다.As such, the present invention is clean around the construction site through the pre-production of the initial rainwater storage tank and rainwater storage tank, and has an effect of compensating for the strength problem caused by the use of a composite structure (structural square steel pipe + FRP) material, and various according to the size of the rainwater storage tank. It is invented to be structurally safe against deformation factors and leaks, and it is semi-permanent due to the material properties of the composite structure (structure steel pipe + FRP) material. In addition, there is no difficulty in maintenance because the structure is not corroded and clean.

Claims (3)

초기 강우시 초기 빗물 저류조 인입관으로 빗물이 유입되고 만수위가 되면 볼탑시설의 작동으로 빗물저류조 인입관을 통해 빗물 저류조에 빗물이 저장되며 필요에 따라 양수 펌프 시설을 이용하여 빗물을 사용하는 복합구조(구조용 각형강관 + FRP) 재료를 이용한 빗물 저류조 시공공법에 있어서,Rainwater flows into the rainwater storage tank inlet during the initial rainfall and when the water level reaches the full water level, the rainwater is stored in the rainwater storage tank through the rainwater storage tank inlet by the operation of the ball tower facility, and if necessary, a complex structure using rainwater using a pumping pump facility ( In the rainwater storage tank construction method using the structural square steel pipe + FRP) material, 초기 빗물 저류조 및 빗물 저류조 설치 위치를 중심으로 지하 공간 또는 지상의 바닥에 초기 빗물 저류조 및 빗물 저류조 콘크리트 기초대를 형성하고 공장에서 사전 제작된 초기 빗물 저류조 및 빗물 저류조를 콘크리트 기초대 위에 FRP 적층하여 시공하는 단계와;Construct the initial rainwater reservoir and rainwater reservoir concrete foundation in the underground space or ground, centering the initial rainwater reservoir and rainwater reservoir installation location, and install the factory-prepared initial rainwater reservoir and rainwater reservoir on the concrete foundation Making a step; 시공된 초기 빗물 저류조 내외부에 빗물이 유입되는 인입관, 볼탑시설, 익류관, 퇴수관, 퇴수레바, 조작밸브를 설치하여 시공하는 단계와;Installing and installing an inlet pipe, a ball tower facility, a flow pipe, a discharge pipe, a discharge lever, and an operation valve in which rainwater flows into and out of the initial rainwater storage tank constructed; 시공된 빗물 저류조 내외부에 빗물이 유입되는 인입관, 익류관, 퇴수관, 조작밸브 및 양수 펌프 시설을 설치하여 시공하는 단계와;Installing and installing an inlet pipe, a flow pipe, a discharge pipe, an operation valve, and a pump pump facility in which rainwater flows into and out of the constructed rainwater storage tank; 유지관리를 위하여 시공된 초기 빗물 저류조 및 빗물 저류조 상부에 철개를 올려놓고 그 주변부는 FRP로 적층하여 시공하는 것을 특징으로 하는 복합구조 재료를 이용한 빗물 저류조 시공공법.A rainwater storage tank construction method using a composite structural material, characterized in that the construction of the initial rainwater storage tank and the rainwater storage tank constructed for maintenance, and the periphery is laminated by FRP. 삭제delete 삭제delete
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Cited By (5)

* Cited by examiner, † Cited by third party
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KR101167980B1 (en) * 2011-07-13 2012-07-24 주식회사 뉴보텍 Structure of upper plate in rainwater storage assembly
KR101451379B1 (en) 2014-06-24 2014-10-23 (주)유송엔지니어링 Manufacturing method for collecting well using frp resin and frp collecting well thereof
KR101884876B1 (en) * 2017-12-08 2018-08-03 한국건설기술연구원 Non-point pollution reducing system having a modular filter apparatus
KR101889907B1 (en) * 2017-12-15 2018-08-21 한국건설기술연구원 Non-point pollution reducing system having a modular filter apparatus
KR102046131B1 (en) * 2019-07-10 2019-11-18 대한환경평가그룹 주식회사 Rainwater Storage and Water Quality Treatment System

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KR20060115938A (en) * 2005-05-07 2006-11-13 주식회사 준별에프알피산업 Construction work method of rain water tank and structure

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KR20020053187A (en) * 2000-12-27 2002-07-05 남궁락 A valve room structure and method of constructing valve room
KR20060115938A (en) * 2005-05-07 2006-11-13 주식회사 준별에프알피산업 Construction work method of rain water tank and structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101167980B1 (en) * 2011-07-13 2012-07-24 주식회사 뉴보텍 Structure of upper plate in rainwater storage assembly
KR101451379B1 (en) 2014-06-24 2014-10-23 (주)유송엔지니어링 Manufacturing method for collecting well using frp resin and frp collecting well thereof
KR101884876B1 (en) * 2017-12-08 2018-08-03 한국건설기술연구원 Non-point pollution reducing system having a modular filter apparatus
KR101889907B1 (en) * 2017-12-15 2018-08-21 한국건설기술연구원 Non-point pollution reducing system having a modular filter apparatus
KR102046131B1 (en) * 2019-07-10 2019-11-18 대한환경평가그룹 주식회사 Rainwater Storage and Water Quality Treatment System

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