KR101067024B1 - Rain permeate apparatus - Google Patents

Rain permeate apparatus Download PDF

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Publication number
KR101067024B1
KR101067024B1 KR1020110007624A KR20110007624A KR101067024B1 KR 101067024 B1 KR101067024 B1 KR 101067024B1 KR 1020110007624 A KR1020110007624 A KR 1020110007624A KR 20110007624 A KR20110007624 A KR 20110007624A KR 101067024 B1 KR101067024 B1 KR 101067024B1
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South Korea
Prior art keywords
rainwater
penetrating
penetration
tube
side opening
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KR1020110007624A
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Korean (ko)
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허우영
허건영
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(주) 엘아이디 솔루션
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/02Methods or installations for obtaining or collecting drinking water or tap water from rain-water
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D24/00Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
    • B01D24/02Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/14Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D2221/00Applications of separation devices
    • B01D2221/12Separation devices for treating rain or storm water
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/001Runoff or storm water

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Water Supply & Treatment (AREA)
  • Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Sewage (AREA)

Abstract

본 발명은 초기우수 중의 비점오염원 및 중금속을 제거하여 지역오염을 줄임으로써 하천과 유역의 오염을 저감할 수 있는 빗물침투장치를 제공하기 위한 것이다.
본 발명의 빗물침투장치(35)는 빗물유입침투관(2) 및 빗물유출침투관(3)이 접합된 빗물침투통(1)의 몸체에 빗물유출구멍(4)을 가지며, 빗물침투통(1)의 내부에는 비점오염원 제거장치(14)가 장착되고, 빗물침투통(1)의 주변에 쇄석(5)이 포설되며, 쇄석(5)의 외부는 투수시트(6)로 감싸지는 구성을 포함하고 있다.
본 발명의 빗물침투장치(35)는 빗물침투통(1), 빗물침투관(10), 빗물침투측구(20)를 상호 유기적으로 연계하여 설치함으로써 빗물의 유출저감효율과 비점오염원 및 중금속의 삭감율을 높일 수 있는 연동효과를 가진다.
The present invention is to provide a rainwater penetrating device that can reduce pollution of rivers and watersheds by removing the non-point source and heavy metals in the initial rainwater to reduce local pollution.
Rainwater osmosis device 35 of the present invention has a rainwater outflow hole (4) in the body of the rainwater infiltrate pipe (1) to which the rainwater inflow penetration pipe (2) and the rainwater outflow penetration pipe (3) is joined, The inside of 1) is equipped with a non-point source removal device 14, the crushed stone (5) is installed in the periphery of the rainwater penetrating barrel (1), the outside of the crushed stone (5) is wrapped in a permeable sheet (6) It is included.
Rainwater penetrating device 35 of the present invention by installing the rainwater penetrating barrel (1), rainwater penetrating pipe (10), rainwater penetrating side openings organically connected to each other, the efficiency of rainwater discharge reduction and non-point source and heavy metal reduction rate Has a linkage effect to increase.

Description

빗물침투장치{rain permeate apparatus}Rain permeate apparatus

본 발명은 빗물을 지하로 침투시켜 지하수를 함양하고 토양에 수분을 공급하는 빗물침투시스템에 관한 것으로, 더욱 상세하게는 초기강우 중의 비점오염원 및 중금속을 제거하여 깨끗해진 빗물을 지하로 침투시킬 수 있는 빗물침투장치에 관한 것이다.The present invention relates to a rainwater penetration system to infiltrate rainwater underground to provide groundwater and supply moisture to the soil, and more specifically, to remove rainwater pollutants and heavy metals in the initial rainfall to penetrate the rainwater to the ground. It relates to a rainwater penetration device.

도시화가 지속적으로 이루어지면서 건축과 도로포장 등으로 불투수층이 증대되어 빗물이 땅속으로 스며들지 못하고 유출됨으로써 하천의 범람과 홍수가 발생되고, 또한 땅속으로의 빗물 침투량이 저하되어 용천수의 고갈과 토양의 건조화로 빗물이 자연순환되지 못하고 도시지역의 생태계에 악영향을 초래하고 있다.As urbanization continues, an impermeable layer increases due to construction and road pavement, and rainwater does not penetrate into the ground, causing flooding and flooding of rivers, and depletion of spring water and drying of soil due to a decrease in rainwater penetration into the ground. As rainwater cannot circulate naturally, it causes adverse effects on the ecosystem of urban areas.

또한 초기우수(강우량 10mm이하를 말하며 연간 80%내외의 강우빈도를 갖고 있다) 중에는 각종 비점오염원과 중금속이 포함되어 있어 하천이나 호소로 흘러들어갈 경우 자연을 크게 훼손시킨다. In addition, some of the initial rainwater (less than 10mm of rainfall and the rainfall frequency of around 80% per year) contains various nonpoint sources and heavy metals, which greatly damage nature when flowing into rivers or lakes.

종래 빗물을 지하로 침투시킬 수 있는 각종 침투장치가 개발되어 왔으나, 종래의 침투시설은 초기우수 중에 포함되어 있는 각종 비점오염원과 중금속을 제거하는 수단을 구비하지 못하여 땅속으로 스며든 빗물이 지하수 및 토양을 오염시키는 문제점이 있었고, 특히 염색공장이나 피혁가공공장 등의 공장지역과 축산폐수시설 등이 설치된 지역은 지역오염이 심각하게 누적될 우려가 있었다.Conventionally, various infiltration devices have been developed to infiltrate rainwater underground, but the conventional infiltration facilities do not have the means to remove various nonpoint sources and heavy metals included in the initial rainwater, and the rainwater that penetrates into the ground is groundwater and soil. There was a problem of polluting the soil, especially in factories such as dyeing factories and leather processing factories, and in areas where livestock wastewater facilities were installed.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로, 초기우수 중의 비점오염원 및 중금속을 제거하여 지역오염을 줄임으로써 하천과 유역의 오염을 줄일 수 있는 빗물침투장치를 제공하는데 그 목적이 있다.An object of the present invention is to provide a rainwater penetrating device that can reduce pollution of rivers and watersheds by eliminating non-point source and heavy metals in initial rainwater to reduce local pollution.

또한 본 발명은 빗물침투장치의 설치를 위한 별도 용지의 취득이 필요없고, 신도시나 기존도시의 한정된 지하공간을 이용하기에 적합한 빗물침투장치를 제공하는데 그 목적이 있다.In addition, the present invention does not need to obtain a separate sheet for the installation of the rainwater penetrating device, it is an object to provide a rainwater penetrating device suitable for using a limited underground space of a new city or an existing city.

본 발명자는 도로나 공원 등에 내린 빗물을 땅속으로 끌어들여 침투시키기 위한 빗물침투측구와, 빗물침투측구에서 유도된 빗물을 빗물침투통으로 안내하거나 땅속으로 침투시키는 빗물침투관과, 내부에 비점오염원 제거장치가 장착된 빗물침투통을 서로 유기적으로 연계시킴으로써, 상기의 목적을 달성할 수 있음을 알아내고 본 발명을 완성하기에 이르렀다.The inventors of the present invention have a rainwater penetrating side opening for infiltrating rainwater that falls down a road or a park, and a rainwater penetrating tube for introducing rainwater penetrating from the rainwater penetrating opening through a rainwater penetrating tube or penetrating into the ground, and a non-point source removal device therein. By organically linking the rainwater penetration tank equipped with each other, it was found that the above object can be achieved, and came to complete the present invention.

보다 구체적으로 본 발명은 이하의 것을 제공한다. More specifically, the present invention provides the following.

(1) 강우시 빗물을 땅속으로 스며들게 하여 토양이 빗물을 머금게 하는 빗물침투장치에 있어서, 빗물유입침투관(2) 및 빗물유출침투관(3)이 접합된 빗물침투통(1)의 몸체에 빗물유출구멍(4)을 가지며, 빗물침투통(1)의 내부로는 비점오염원 제거장치(14)가 장착되고, 빗물침투통(1)의 주변으로는 쇄석(5)이 포설되며, 쇄석(5)의 외부는 투수시트(6)로 감싸지는 구성을 포함하여 제공되는 것을 특징으로 하는 빗물침투장치.(1) in the rainwater penetration device that allows the rainwater to penetrate the ground during rainfall, so that the soil contains the rainwater, the rainwater inflow pipe (2) and the rainwater outflow pipe (3) joined to the body of the rainwater penetration pipe (1) It has a rainwater discharge hole (4), a non-point source removal device (14) is mounted inside the rainwater penetrating barrel (1), and a crushed stone (5) is installed around the rainwater penetrating bucket (1). 5) the outside is a rainwater penetration device, characterized in that provided including a configuration wrapped with a permeable sheet (6).

(2) 상기 비점오염원 제거장치(14)는 그 내부에 여과재와, 격막(15)이 설치되어 제공되는 것을 특징으로 하는 빗물침투장치.(2) The non-point source removal device 14 is a rainwater penetration device, characterized in that the filter medium and the diaphragm 15 is provided therein.

(3) 상기 비점오염원 제거장치(14)의 여과재는 블랙셸(Black Shale;12)과 활성탄(13)을 격층으로 분리시켜 제공되거나 혼합시켜 제공되는 것을 특징으로 하는 빗물침투장치.(3) The rainwater penetrating device, characterized in that the filter medium of the non-point source removal device (14) is provided by separating the black shell (12) and the activated carbon (13) into a septum or mixed.

(4) 상기 빗물침투통(1)은 빗물침투관(10)을 거쳐 빗물침투측구(20)에 연결되어 제공되는 것을 특징으로 하는 빗물침투장치.(4) The rainwater penetrating barrel (1) is a rainwater penetration device characterized in that it is provided connected to the rainwater penetration side opening (20) via the rainwater penetration tube (10).

(5) 상기 빗물침투통(1)은 빗물침투관(10)을 거쳐 다른 빗물침투통(1)에 연결되어 제공되는 것을 특징으로 하는 빗물침투장치.(5) The rainwater penetration container (1) is a rainwater penetration device characterized in that it is provided connected to another rainwater penetration tube (1) via the rainwater penetration tube (10).

(6) 상기 빗물침투관(10)은 그 외연이 쇄석(5)으로 감싸지고 쇄석(5)의 외부가 투수시트(6)로 감싸지는 구성으로 제공되는 것을 특징으로 하는 빗물침투장치.(6) The rainwater penetrating pipe 10 is a rainwater penetration device characterized in that the outer edge is provided in a configuration that is wrapped with a crushed stone (5) and the outside of the crushed stone (5) wrapped with a permeable sheet (6).

(7) 상기 빗물침투측구(20)는 도로(32)면에서 1m(p)이상의 간격을 유지하도록 제공되는 것을 특징으로 하는 빗물침투장치.(7) The rainwater penetration side opening 20 is a rainwater penetration device, characterized in that provided to maintain a distance of 1m (p) or more on the road (32) surface.

(8) 상기 빗물침투관(10)은 하부각 120도 이내에는 빗물유출구멍(4)이 구비되어 있지 않고 나머지 상부각 240도 범위내에 빗물유출구멍(4)이 구비되도록 제공되는 것을 특징으로 하는 빗물침투장치,(8) The rainwater penetration tube 10 is characterized in that the rainwater outlet hole 4 is not provided within the lower angle of 120 degrees, and the rainwater outlet hole 4 is provided within the remaining upper angle of 240 degrees. Rainwater Penetration Equipment,

(9) 상기 빗물침투측구(20)는 빗물유입관(11), 빗물유출구멍(4)이 구비되어 있는 원형관 또는 각형관으로 이루어지며, 상기 원형관 또는 각형관의 저부로부터 40~50mm 높이까지는 빗물유출구멍(4)이 구비되어 있지 않도록 제공되는 것을 특징으로 하는 빗물침투장치.(9) The rainwater penetrating side opening 20 is composed of a circular pipe or a square tube provided with a rainwater inflow pipe 11, a rainwater discharge hole 4, 40 ~ 50mm height from the bottom of the circular tube or square tube Rainwater penetration device characterized in that it is provided so that the rainwater outflow hole (4) is not provided.

(10) 상기 빗물침투관(10) 이나 빗물침투측구(20)는 각각 쇄석(5)과 함께 스페이서(Spacer) 구조체 내에서 코팅철망(19)에 의하여 씌워지고 코팅철망(19)의 외부는 투수시트(6)로써 마감질되어 정형화된 규격으로 미리 공장에서 제작된 공장제작형으로 제공되는 것임을 특징으로 하는 빗물침투장치.(10) The rainwater penetrating tube 10 or the rainwater penetrating side opening 20 is covered with a crushed stone 5 by a coated wire mesh 19 in a spacer structure and the outside of the coated wire mesh 19 is permeable. Rainwater penetration device characterized in that the sheet (6) is finished and provided in a factory-produced form in the factory in a standardized form.

본 발명의 빗물침투장치는 빗물침투통, 빗물침투관, 빗물침투측구를 상호 유기적으로 연계하여 설치함으로써 빗물의 유출저감효율과 비점오염원 및 중금속의 삭감율을 높일 수 있는 연동효과를 가진다.Rainwater penetrating device of the present invention has a linkage effect to increase the rainwater reduction efficiency and non-point pollution source and heavy metal reduction rate by installing the rainwater penetrating barrel, rainwater penetrating pipe, rainwater penetrating side opening organically connected to each other.

본 발명의 빗물침투장치는 비교적 소규모이기 때문에 장치의 설치를 위한 별도 용지의 취득이 필요없어 신도시나 기존도시의 한정된 지하공간을 이용하기에 적합하다. Since the rainwater penetrating device of the present invention is relatively small, it is not necessary to acquire a separate sheet for installation of the device, and thus it is suitable to use a limited underground space of a new city or an existing city.

본 발명은 초기우수 중의 비점오염원 및 중금속이 제거된 깨끗한 빗물을 땅속에 침투시켜 지하수 및 토양의 오염을 저감하는 효과를 가진다. The present invention has the effect of reducing the contamination of groundwater and soil by infiltrating the clean rainwater from the non-point source and heavy metals in the initial rainwater into the ground.

또한 본 발명에 따른 공장제작형 빗물침투관 및 공장제작형 빗물침투측구를 사용할 경우 현장 공사기간을 크게 단축할 수 있으며 제품의 규격품질화를 도모할 수 있다. In addition, when using the factory-made rainwater penetrating pipe and the factory-made rainwater penetrating side opening according to the present invention can greatly shorten the construction period of the site and can improve the quality of the standard of the product.

도 1은 본 발명에 따른 빗물침투통의 입면도
도 2는 본 발명에 따른 빗물침투통(원형, 각형)의 평면도
도 3은 본 발명에 따른 빗물침투통의 단면도
도 4a는 본 발명에 따른 초기우수 비점오염원 제거장치(원형)의 입면도
도 4b는 본 발명에 따른 초기우수 비점오염원 제거장치(각형)의 입면도
도 5는 본 발명에 따른 빗물침투관의 입면도
도 6은 본 발명에 따른 빗물침투관의 단면도(도 5의 가-가 절단면)
도 7a는 본 발명에 따른 공장제작형 빗물침투관의 운반대/행거의 입면도
도 7b는 본 발명에 따른 공장제작형 빗물침투관(원형)의 입면도
도 7c는 본 발명에 따른 공장제작형 빗물침투관(원형)의 스페이서 단면도
도 7d는 본 발명에 따른 공장제작형 빗물침투관(각형)의 입면도
도 7e는 본 발명에 따른 공장제작형 빗물침투관(각형)의 스페이서 단면도
도 8a는 본 발명에 따른 공장제작형 빗물침투측구(원형)의 입면도
도 8b는 본 발명에 따른 공장제작형 빗물침투측구(원형)의 침투관 단면도
도 8c은 본 발명에 따른 공장제작형 빗물침투측구(원형)의 스페이서 단면도
도 9는 본 발명에 따른 공장제작형 빗물침투측구(원형)의 단면도
도 10은 본 발명의 빗물침투장치의 개념도
1 is an elevational view of a rainwater penetrating barrel according to the present invention
Figure 2 is a plan view of the rainwater penetrating barrel (circular, square) according to the present invention
3 is a cross-sectional view of the rainwater penetrating barrel according to the present invention
Figure 4a is an elevational view of the initial excellent non-point source removal device (circular) in accordance with the present invention
Figure 4b is an elevation view of the initial excellent non-point source removal device (square) according to the present invention
5 is an elevation view of the rainwater penetrating tube according to the present invention
Figure 6 is a cross-sectional view of the rainwater penetrating tube according to the present invention (ga-ga cutting surface of Figure 5)
7A is an elevational view of a pallet / hanger of a factory-made rainwater penetration tube according to the present invention.
7B is an elevation view of a factory-made rainwater penetrating tube (circular) according to the present invention
Figure 7c is a spacer cross-sectional view of the factory-made rainwater penetration tube (circular) according to the present invention
7d is an elevational view of a factory-made rainwater penetration tube (square) according to the present invention.
7E is a spacer cross-sectional view of a factory-made rainwater penetration tube (square) according to the present invention.
8A is an elevation view of a factory-made rainwater penetration side opening (circular) according to the present invention
Figure 8b is a cross-sectional view of the penetration tube of the factory-made rainwater penetrating side opening (circular) according to the present invention
Figure 8c is a spacer cross-sectional view of the factory-made rainwater penetrating side opening (circular) according to the present invention
9 is a cross-sectional view of the factory-made rainwater penetration side opening (circular) according to the present invention
10 is a conceptual view of the rainwater penetration device of the present invention

이하 본 발명의 빗물침투장치를 그 바람직한 실시형태에 기초하여 도면을 참조하면서 설명한다. EMBODIMENT OF THE INVENTION Hereinafter, the rainwater penetrating apparatus of this invention is demonstrated, referring drawings for based on the preferable embodiment.

본 발명의 빗물침투장치(35)는 기본적으로 도 1 내지 도 3의 빗물침투통(1)을 포함한다. 빗물침투통(1)은 강우시 빗물유입침투관(2)으로 유입된 초기우수 등을 침투시키기 위한 공간을 제공한다. 빗물침투통(1)의 규격은 지름 300~400mm, 높이 400~600mm로서 각형 또는 원형으로 디자인된다.The rainwater penetration device 35 of the present invention basically includes the rainwater penetration container 1 of FIGS. 1 to 3. Rainwater penetration box (1) provides a space for penetrating the initial rain and the like introduced into the rainwater inflow penetrating pipe (2) during rainfall. The size of the rainwater penetrator (1) is 300-400mm in diameter and 400-600mm in height and is designed in a square or circular shape.

빗물침투통(1)은 콘크리트 현장타설 사례는 있으나 아직 제품화된 사례는 없으며 재료특성(경량화, 제작용이성, 시공용이성 등)을 고려할 때 폴리프로필렌 등의 합성수지류가 재질로서 적합하다. Rainwater penetration casings (1) have concrete casting cases but have not yet been commercialized, and synthetic resins such as polypropylene are suitable as materials in consideration of material characteristics (light weight, ease of manufacture, ease of construction, etc.).

빗물침투통(1)의 빗물유입침투관(2) 및 빗물유출침투관(3)이 접합되는 부위는 빗물유입침투관(2) 및 빗물유출침투관(3)의 관경에 맞추어 빗물침투통(1)에 구멍을 뚫어 이탈되지 않도록 고무가스켓(18)으로 결합한다. The portion where the rainwater infiltration penetrating pipe (2) and the rainwater outflow penetrating pipe (3) are joined to the rainwater infiltration penetrating pipe (2) and the rainwater infiltration penetrating pipe (3) in accordance with the diameter of the rainwater penetration penetrating pipe ( 1) Punch a hole in the rubber gasket (18) so as not to be separated.

본 발명에 따른 빗물침투통(1)은 빗물침투통(1)으로 유입된 빗물이 땅속으로 잘 침투할 수 있도록 빗물침투통(1) 주변에 쇄석(5)을 포설하고, 외부로부터 미세토사 등이 유입되면 침투효과가 저하될 수 있음으로 쇄석(5)의 외부를 투수시트(6)로 감싼다. 빗물침투통(1)의 최하단부는 모래(7)를 포설하여 쇄석(5)의 침투효과를 높일 수 있도록 한다. Rainwater penetration container (1) according to the present invention to install the crushed stone (5) around the rainwater penetration container (1) so that the rainwater introduced into the rainwater penetration container (1) can penetrate well into the ground, and fine earth and sand from the outside When this flows in, the penetration effect may be reduced, so that the outside of the crushed stone 5 is wrapped with the permeable sheet 6. The bottom end of the rainwater penetrating barrel (1) to install the sand (7) to increase the penetration effect of the crushed stone (5).

본 발명에 따른 빗물침투통(1) 주변에는 빗물유출구멍(4)을 15~20mm 규격으로 빗물침투통(1)의 지름둘레에 15개를 설치하고 빗물유출구멍(4)의 수직간 거리는 약 65mm로 한다(빗물침투통의 관경이 400mm인 경우 대략 50여개의 빗물유출구멍이 설치된다). 빗물침투통(1) 하부에는 투수시트(6)를 설치하여 외부로부터 오염물질의 유입을 방지한다. Around the rainwater penetration tube 1 according to the present invention is installed 15 rainwater outflow hole 4 in the diameter circumference of the rainwater penetration tube 1 in the 15 ~ 20mm standard and the vertical distance of the rainwater outflow hole 4 is approximately It should be 65mm (approximately 50 rainwater outflow holes are provided if the diameter of rainwater penetration tube is 400mm). The rainwater penetrating bucket (1) is installed in the water permeable sheet (6) to prevent the introduction of contaminants from outside.

본 발명에 따른 빗물침투통(1)은 빗물침투측구(20)나 빗물침투관(10)과 연계하여 주변지역의 우수유출을 저감시키기 위한 목적으로 설치되며, 또한 초기우수의 비점오염원 및 중금속을 제거하는 기능도 가지고 있다.Rainwater penetration container 1 according to the present invention is installed in connection with the rainwater penetration side opening 20 or rainwater penetration tube 10 for the purpose of reducing the excellent runoff of the surrounding area, and also the non-point source and heavy metal of the initial excellent It also has the ability to remove it.

본 발명에 따른 비점오염원 제거장치(14)는 도 3과 같이 빗물침투통(1) 내부에 설치되며 초기우수가 빗물침투통(1)에 유입되면 비점오염원 제거장치(14)를 거치도록 설계되어 있다. 비점오염원 제거장치(14)는 도 4a, 도 4b와 같이 각형과 원형으로 빗물침투통(1)의 형태(각형, 원형)에 따라 선택된다. The non-point source removal device 14 according to the present invention is installed in the rainwater penetration container 1 as shown in FIG. 3 and is designed to pass through the nonpoint source removal device 14 when the initial rainwater enters the rainwater penetration container 1. have. The non-point source removal apparatus 14 is selected according to the shape (angle, circle) of the rainwater penetration tube 1 in a rectangle and a circle as shown in FIGS. 4A and 4B.

비점오염원 제거장치(14)의 규격은 빗물침투통(1)의 내부규격보다 약간 작은 칫수로 설계하여 착·탈하는데 지장이 없도록 한다. 비점오염원 제거장치(14)의 재질은 글라스파이버매트(Glass Fiber Mat;GMT)나 합성수지 또는 스테인레스 등으로, 변형되거나 녹슬지 않는 것을 사용한다. 비점오염원 제거장치(14)내에는 초기우수 중의 비점오염원이나 중금속을 제거하기 위한 여과재가 내장되어 있고, 여과재로서는 블랙셸(Black Shale;12)이나 활성탄(13) 등 계면활성도가 높은 재료들을 격층으로 분리하여 사용하거나 혼합하여 사용한다.The specification of the non-point source removal device 14 is designed to be slightly smaller than the internal standard of the rainwater penetrating bucket 1 so that it does not interfere with attachment and detachment. The material of the non-point source removal apparatus 14 is glass fiber mat (GMT), synthetic resin, stainless steel, or the like, and uses a material that does not deform or rust. In the non-point source removal device 14, a filter medium for removing non-point source or heavy metal in the initial rainwater is built-in, and as the filter medium, materials having high interfacial activity such as black shell (12) or activated carbon (13) are stacked. Use separately or mix.

본 발명에 따른 빗물침투통(1)의 초기우수 비점오염원 제거기능에 대하여 좀더 상세히 설명하면 다음과 같다. 초기우수는 강우량 10mm 이하를 말하며 연간 80%내외의 강우빈도를 가지고 있다. 본 발명은 초기우수가 이와 같이 적은 빗물의 양과 높은 빈도수를 차지하고 있는 점에 착안하여 초기우수 속의 비점오염원 및 중금속을 제거하기 위한 목적으로 개발된 것이다.When explaining the rainwater infiltration through the rainwater (1) the initial excellent non-point source removal function in more detail. The initial rainfall is less than 10mm of rainfall and has a rainfall frequency of around 80% per year. The present invention has been developed for the purpose of removing the non-point source and heavy metals in the initial rain, taking note that the initial rain occupies such a small amount of rainwater and a high frequency.

초기우수는 빗물침투측구(20)를 거쳐 빗물침투관(10) 속으로 유입되고, 빗물침투측구(20)와 빗물침투관(10)은 후술하는 바와 같이 그 바닥부에서 일정높이까지는 빗물유출구멍(4)을 구비하고 있지 않으므로 빗물침투측구(20)와 빗물침투관(10)에 유입된 초기우수는 빗물침투측구(20)와 빗물침투관(10)의 바닥부에 집수되고, 집수된 초기우수는 빗물침투측구(20)와 빗물침투관(10)의 경사면(2~3%)을 타고 빗물침투통(1)속으로 전량이 흘러 들어간다. The initial rainwater is introduced into the rainwater penetration tube 10 through the rainwater penetration side opening 20, and the rainwater penetration side opening 20 and the rainwater penetration tube 10 are rainwater outflow holes up to a predetermined height from the bottom thereof. Since the rainwater penetrating side opening 20 and the rainwater penetrating tube 10 are discharged, the initial rainwater is collected at the bottom of the rainwater penetrating side opening 20 and the rainwater penetrating tube 10, and the initial water collected is collected. Rainwater flows into the rainwater penetrating barrel 1 through the inclined surface (2 to 3%) of the rainwater penetrating side opening 20 and the rainwater penetrating tube 10.

본 발명에 따른 비점오염원 제거장치(14)의 격망(15)은 초기우수를 여과재층(12,13)으로 유도하기 위한 것으로 대부분의 초기우수는 도 3의 m곡선을 그리면서 비점오염원 제거장치(14)속으로 유입된다. 그러나 10mm/hr이상의 강우지속 시는 도 3의 m₁곡선을 거쳐 곧 바로 빗물유출침투관(3)으로 흘러나가 빗물침투통(1)을 월류(By Pass)할 수 있다. 강우량이 많은 경우 빗물침투관(10)내의 수두는 80~90%까지 찰 수 있으며 빗물침투장치 주변의 쇄석층은 포화상태가 되어 빗물의 일부는 침투되고 일부는 빗물침투관(10) 속에서 낮은 방향으로 흘러나가 다음 빗물침투통(1)에서 비점오염원과 중금속이 제거된다.The grid 15 of the non-point source removal device 14 according to the present invention is intended to guide the initial excellent water to the filter media layers 12 and 13, and most of the initial excellent non-point source removal devices while drawing the m curve of FIG. 14) flows into. However, when the rainfall is more than 10mm / hr, the rainwater outflow penetrating pipe 3 immediately flows through the m₁ curve of FIG. In case of heavy rainfall, the head of the rainwater penetrating pipe (10) can fill up to 80 ~ 90%, and the crushed rock layer around the rainwater penetrating device becomes saturated, and some of the rainwater penetrates and some of the rainwater penetrates in the rainwater penetrating pipe (10). The non-point source and heavy metals are removed from the next rainwater penetration tube (1).

본 발명에 따른 빗물침투통(1) 속으로 유입된 초기우수는 여과재층(12,13)속으로 유입되면서 여과재층에서 활발한 계면활성효과를 나타낸다. 여과재층(12,13)의 내부는 다공질로서 미세공극이 매우 많아 물이 들어오면 물은 통과되고 비점오염원 및 중금속은 계면활성효과에 의해 공극내부에서 흡착된다. 비가 오지 않을 때는 여과재층(12,13)의 공극 내에서 비점오염원 및 중금속은 고정화된다. 사용된 여과재는 고온 또는 냉온처리하여 비점오염원 및 중금속을 제거할 경우 약 5~10회 정도 재사용할 수 있는 것으로 조사되었다. The initial rainwater introduced into the rainwater penetration tube 1 according to the present invention shows an active surface active effect in the filter medium layer while flowing into the filter medium layers 12 and 13. The interior of the filter media layers 12 and 13 is porous and there are many micropores, so when water enters the water passes through, and the nonpoint source and heavy metal are adsorbed in the pores due to the surface active effect. When there is no rain, the nonpoint source and the heavy metal are immobilized in the pores of the filter media layers 12 and 13. The filter medium used was found to be able to be reused about 5 to 10 times when the non-point source and heavy metals were removed by hot or cold treatment.

여과재층(12,13)의 두께(도 4a, 도 4b의 k)는 각각 100~120mm로서 전체 200~240mm가 적합하다. 이는 여과재층(12,13)의 높이가 빗물침투통(1)의 빗물유입침투관(2)과 빗물유출침투관(3)보다 낮아야 하며, 여과재층(12,13)을 너무 두껍게 하면 빗물침투통(1)과, 빗물침투통(1)과 연결되는 빗물침투측구(20) 및 빗물침투관(10)의 침투효과를 떨어뜨릴 수 있고, 여과재층(12,13)을 너무 얇게 하면 비점오염원 및 중금속의 제거효율이 저하되기 때문이다.The thickness (k of FIG. 4A and FIG. 4B) of the filter media layers 12 and 13 is 100-120 mm, respectively, suitably 200-240 mm in total. This means that the height of the filter media layers 12 and 13 should be lower than that of the rainwater infiltration tube 2 and the rainwater infiltration tube 3 of the rainwater penetration tube 1, and if the filter media layers 12 and 13 are too thick, the rainwater penetration It is possible to reduce the penetration effect of the barrel (1), the rainwater penetration side opening (20) and the rainwater penetration tube (10) connected to the rainwater penetration tube (1), if the filter medium layer (12, 13) too thin, non-point source And the removal efficiency of heavy metals is lowered.

본 발명에 따른 빗물침투관(10)은 빗물침투통(1)과 마찬가지로 폴리프로필렌 등의 합성수지 소재로 이루어지며 원형관으로서 지름이 150mm~300mm이다. 빗물침투관(10)은 유입된 빗물을 땅속으로 침투시키는 외에 빗물침투측구(20)에서 유도된 빗물을 빗물침투통(1)으로 안내하거나, 빗물침투통(1)에서 처리된 빗물을 다른 빗물침투통(1)으로 안내하는 역할을 한다.Rainwater penetration tube 10 according to the present invention is made of a synthetic resin material, such as polypropylene, similar to the rainwater penetration tube (1) and has a diameter of 150mm ~ 300mm as a circular tube. Rainwater penetrating pipe (10) in addition to infiltrating the incoming rainwater into the ground to guide the rainwater guided by the rainwater penetrating opening (20) to the rainwater penetrating barrel (1), or the rainwater treated in the rainwater penetrating bucket (1) other rainwater It serves as a guide to the penetration tube (1).

빗물침투관(10)의 주변은 도 5와 같이 쇄석(5)으로 감싸 침투능력을 높이며 쇄석(5)속으로 모래나 미세토사가 들어오면 투수율이 저하됨으로 쇄석(5)의 외부를 투수시트(6)로써 감싼다. 현장여건에 따라 투수시트(6)로써 빗물침투관(10)을 직접 감싸 외부의 미세토사가 관내부로 들어오지 못하게 하는 방법도 있다.The periphery of the rainwater penetrating tube 10 is wrapped with crushed stone 5, as shown in FIG. 5, to increase penetration, and when sand or fine soil is introduced into the crushed stone 5, the permeability decreases, so that the permeability sheet (the outside of the crushed stone 5) 6) wrap it. Depending on the site conditions, there is also a method to directly wrap the rainwater penetrating tube (10) with the water permeable sheet (6) to prevent the external fine soil from entering the tube.

본 발명에 따른 빗물침투관(10)은 초기우수가 관밖으로 유출되어 땅속으로 침투되는 것을 방지하고, 초기우수 전량을 빗물침투통(1)으로 안내하기 위하여 도 6과 같이 하부각 120도 이내에는 빗물유출구멍(4)을 설치하지 않으며 나머지 상부각 240도 지름둘레에 모두 7개의 빗물유출구멍(4)을 설치한다. 하부각 120도 이내의 빗물유출구멍(4)이 구비되지 않은 공간에 초기우수가 집수되어 빗물침투관(10)의 하부의 경사면(2~3%)을 타고 빗물침투통(1) 속으로 전량이 유입된다. Rainwater penetrating pipe 10 according to the present invention is to prevent the initial rainwater is leaked out of the pipe to penetrate into the ground, and to guide the entire initial rainwater to the rainwater penetrating barrel (1) within the lower angle 120 degrees as shown in FIG. Rainwater runoff holes 4 are not provided and all seven rainwater runoff holes 4 are installed around the remaining upper angle of 240 degrees. Initial rainwater is collected in a space where rainwater drainage holes 4 are not provided within a lower angle of 120 degrees, and the total amount of rainwater penetrates into the rainwater penetration tube 1 on the inclined surface (2 to 3%) of the lower portion of the rainwater penetration tube 10. It flows in.

본 발명에 따른 빗물침투관(10)을 빗물침투통(1)에 연결시킬 때는 고무 가스켓(18)을 사용하여 이탈되지 않도록 결합하고, 빗물침투관(10)을 통하여 빗물침투통(1)으로 유입되는 오물질을 제거할 필요가 있는 경우에는 빗물침투관(10)의 끝부분에 그릴형의 격망(17)을 선택적으로 설치할 수 있다. When the rainwater penetration tube 10 according to the present invention is connected to the rainwater penetration tube 1, the rubber gasket 18 is used so as not to be separated, and the rainwater penetration tube 1 is connected to the rainwater penetration tube 1. When it is necessary to remove the incoming dirt, it is possible to selectively install the grill type screen 17 at the end of the rainwater penetrating pipe (10).

본 발명에 따른 빗물침투관(10)은 도 7b, 도 7d와 같이 빗물침투관(10)과 주변의 쇄석(5)을 정형화된 규격으로 미리 공장에서 제작하여 현장에서 조립만 할 경우 빗물침투관(10)의 설치공사기간을 크게 단축할 수 있으며 쇄석의 형태와 규격품질화를 도모할 수 있다. Rainwater osmosis tube 10 according to the present invention, if the rainwater osmosis tube 10 and the crushed stone (5) of the surrounding crushed stone (5) in the factory in advance in the standardized standard assembling in the field only rainwater osmosis tube The installation construction period of (10) can be greatly shortened, and the shape and standard quality of crushed stone can be improved.

특히 쇄석(5)재로서 순환골재나 고로슬래그를 사용할 경우 쇄석(5)과 거의 동등한 침투효과가 있으며 자원을 재활용하는 잇점도 있다. 그 중에서도 고로슬래그는 다공도와 계면활성도가 높아 빗물의 침투시 비점오염원의 삭감율을 높일 수 있다는 점에서 본 발명의 침투성 충전재로서 적합성을 갖추고 있다.In particular, when recycled aggregates or blast furnace slag are used as the crushed stone (5), the penetration effect is almost the same as that of the crushed stone (5), and there is an advantage of recycling resources. Among them, the blast furnace slag has high porosity and interfacial activity and is suitable as the permeable filler of the present invention in that the rate of reduction of the nonpoint source can be increased during the infiltration of rainwater.

본 발명에 따른 공장제작형 빗물침투관은 다음과 같이 제작된다. 즉 도 7b 내지 도 7e와 같이 빗물침투관(10) 주변에 설치되는 내부 스페이스-링(25)과 외부 스페이스-링(26)사이에 스페이스 고정대(27)를 끼우고, 외부 스페이스-링(26)을 서로 체결해주는 외부 스페이스 긴결재(28)를 장변 방향으로 설치하면 빗물침투관의 설치공간을 제공하는 스페이서(spacer) 구조체가 완성되며, 이들 외곽으로 코팅철망(19)을 각형 또는 원형으로 씌우고 그 속에 쇄석(5)을 채우며, 코팅철망(19)의 외부를 투수시트(6)로써 마감질하면 빗물침투관(10)과 주변의 쇄석(5)이 정형화된 규격으로 제작될 수 있다.Factory-made rainwater penetration tube according to the present invention is produced as follows. That is, the space holder 27 is inserted between the inner space ring 25 and the outer space ring 26 installed around the rainwater penetration tube 10, as shown in FIGS. 7B to 7E, and the outer space ring 26. ) When the outer space binding material 28 fastening to each other is installed in the long side direction, a spacer structure providing the installation space of the rainwater penetrating pipe is completed, and the coated wire mesh 19 is covered with a square or a circular shape to the outside thereof. Filling the crushed stone (5) therein, when the outside of the coated wire mesh 19 is finished with a permeable sheet (6) rainwater penetrating tube 10 and the surrounding crushed stone (5) can be produced in a standardized standard.

내부 스페이스-링(25), 외부 스페이스-링(26), 스페이스 고정대(27), 외부 스페이스 긴결재(28)의 재료로는 원형철봉(6~12mm)을 용접결합하여 사용하거나 염화비닐계 수지를 압출성형하여 사용할 수 있다. As a material of the inner space ring 25, the outer space ring 26, the space holder 27, and the outer space fastener 28, a round iron rod (6-12 mm) is used by welding or vinyl chloride resin. May be used by extrusion molding.

제작된 공장제작형 빗물침투관을 상하차하거나 현장에서 조립할 때 도 7a의 행거(24)가 달린 운반대(23)를 사용하면 공장제작형 빗물침투관의 무게와 균형을 유지하면서 비틀리거나 처지지 않고 운반 및 조립작업을 할 수 있다. Using the carrier 23 with the hanger 24 of FIG. 7A when loading or unloading the manufactured factory rainwater penetrating tube, it does not twist or sag while maintaining the weight and balance of the factory manufacturing rainwater penetrating tube. Can carry and assemble

공장제작형 빗물침투관을 장변 방향으로 연장할 경우에는 유연성이 높은 네오프렌계 수지 등의 연결용 소켓(21)과 밴드(22)로써 연결하고 조여서 누수되지 않도록 빗물침투관(10)을 서로 결합하고 결합부에 빈 공간이 생기면 쇄석(5)으로 채우고 투수시트(6)를 씌워 마무리 한다.When extending the factory-made rainwater penetrating pipe in the long direction, the rainwater penetrating pipe 10 is connected to each other so as not to leak by connecting and tightening the socket 21 for connection with a highly flexible neoprene-based resin and the band 22. If there is an empty space in the joining part, fill it with crushed stone (5) and cover with a permeable sheet (6) to finish.

본 발명에 따른 빗물침투측구(20)는 도로나 공원 등에 내린 빗물을 유인하여 땅속으로 침투시키거나, 유인된 빗물을 빗물침투관(10)을 통하여 빗물침투통(1)으로 유도하는 장치를 말한다. 유인되는 빗물 중 초기우수의 비점오염원 및 중금속은 빗물침투통(1)의 비점오염원 제거장치(14)에서 처리된다. Rainwater penetrating side opening 20 according to the present invention refers to a device for inducing rainwater falling on the road or park to penetrate into the ground, or guide the induced rainwater into the rainwater penetrating barrel (1) through the rainwater penetrating pipe (10). . Non-point source and heavy metal of the initial excellent rainwater attracted is treated in the non-point source removal device 14 of the rainwater penetration tank (1).

빗물침투측구(20)의 형태는 원형관과 각형관이 있으며 용량에는 큰 차이가 없다. 또한 빗물침투측구(20)의 내폭은 150~300mm로서 빗물설계처리량의 산정에 따라 적절한 관경을 선택한다. The rainwater penetrating side opening 20 has a circular tube and a square tube, and there is no big difference in capacity. In addition, the inner width of the rainwater penetrating side opening 20 is 150 ~ 300mm to select the appropriate diameter according to the calculation of the rainwater design throughput.

본 발명에 따른 빗물침투측구(20)를 도로(32)변에 설치할 경우 미세토사의 유실에 따른 도로의 침하를 방지하기 위하여 도로(32)면에서 1m(p)이상의 간격을 유지하고, 도로(32)측에서 빗물이 쇄석(5)층으로 유실되지 않도록 도로측 쇄석(5) 주변은 비닐계시트(미도시)로 감싼다.When the rainwater penetrating side opening 20 according to the present invention is installed on the side of the road 32, in order to prevent settlement of the road due to the loss of fine soil, the interval of 1 m (p) or more is maintained on the road 32, and the road ( In order to prevent rainwater from being lost to the litter (5) layer on the 32) side, the periphery of the road side litter (5) is wrapped with a vinyl sheet (not shown).

본 발명에 따른 빗물침투측구(20)는 빗물이 유출될 수 있도록 염화비닐계의 원형관 또는 각형관에 빗물유출구멍(4)이 있는 유공(有孔)형태의 것을 사용한다. 빗물유출구멍(4)은 좌,우,상단부에 종단면 방향으로 7개를 두고 횡단면 방향으로 약 100~150mm간격으로 설치하되 하단부에서 40~50mm 높이까지는 빗물유출구멍(4)을 설치하지 않는다. 빗물침투측구(20)의 원형관은 빗물침투관(10)의 재료를 사용할 수 있다. The rainwater penetration side opening 20 according to the present invention uses a hollow-type hole having rainwater discharge holes 4 in a vinyl chloride-based circular tube or a square tube so that rainwater can flow out. Rainwater outflow hole 4 is installed in the left, right, upper end 7 in the longitudinal cross-sectional direction at intervals of about 100 ~ 150mm in the cross-sectional direction, but do not install the rainwater outflow hole 4 up to 40 ~ 50mm height from the lower end. The circular pipe of the rainwater penetration side opening 20 can use the material of the rainwater penetration tube 10.

본 발명에 따른 빗물침투측구(20)의 기능 및 작용에 대하여 도 8a 내지 도 8c 및 도 9를 참조하여 설명하면 다음과 같다. 도로(32) 및 인도(33)등에서 유출되는 빗물은 보차도 경계석(34)을 높이100 x 길이200mm 규격으로 절개하여 만든 빗물유입구(100x200mm; 29) 및 빗물유입스리브(30)를 통과한다. Referring to Figures 8a to 8c and 9 with respect to the function and action of the rainwater penetrating side opening 20 according to the present invention. Rainwater flowing out of the road 32 and sidewalk 33 passes through the rainwater inlet (100x200mm; 29) and the rainwater inlet rib 30 made by cutting the sidewalk road boundary stone 34 to a height of 100 x 200 mm.

이때 이물질의 유입을 방지하기 위하여 도로상의 빗물은 스립홀(16a)이 있는 격망(15a) 및 0.24mm 규격의 그릴형 격망(17)을 지나 빗물유입관(11)을 통과하여 빗물침투측구(20)내부로 유입된다. 빗물침투측구(20)속으로 유인된 초기우수는 약 40~50mm 높이의 초기우수 수두를 유지하면서 경사면(2~3%)을 따라 흘러 하부각 120도 이내에 빗물유출구멍(4)이 구비되어 있지 않은 빗물침투관(10)을 거쳐 빗물침투통(1)으로 이동한다. At this time, the rain water on the road to pass through the rainwater inlet pipe 11 through the grid net (15a) and the grill type grid 17 of the 0.24mm standard to prevent the inflow of foreign matter on the road 20 It flows inside. The initial rainwater attracted into the rainwater penetration side hole 20 flows along the inclined surface (2 to 3%) while maintaining an initial rainwater head of about 40 to 50 mm in height, and the rainwater discharge hole 4 is not provided within the lower angle of 120 degrees. Go through the rainwater penetrating pipe (10) to the rainwater penetrating barrel (1).

본 발명에 따른 빗물침투측구(20) 주변에는 배수가 잘되도록 쇄석(5)층을 포설하고 쇄석(5)층의 충전재로는 고로슬래그나 순환골재 등을 사용한다. 쇄석(5)층 내로 미세토사가 유입될 경우 침투효과가 저하됨으로 쇄석(5)층 바깥과 빗물침투측구(20)하단부를 투수시트(6)로 감싼다. 빗물침투측구(20)의 쇄석(5)층의 하단에는 투수성능을 높이고 시공레벨을 맞추기 위한 목적으로 모래(6)층을 약 150~200mm정도 포설한다. Around the rainwater penetrating side opening 20 according to the present invention is to install a crushed stone (5) layer so that the drainage is good, and as a filler of the crushed stone (5) layer is used blast furnace slag or circulating aggregate. When the fine soil is introduced into the crushed stone (5) layer, the permeation effect is reduced, so that the outside of the crushed stone (5) layer and the lower end of the rainwater penetrating side opening (20) are wrapped with the permeable sheet (6). At the bottom of the crushed stone (5) layer of the rainwater penetrating side opening 20, the sand (6) layer is laid about 150-200 mm for the purpose of increasing the permeability performance and setting the construction level.

본 발명에 따른 빗물침투측구(20)도 상기 공장제작형 빗물침투관처럼 미리 공장에서 표준설계 규격대로 제작하여 현장에서 조립만 할 경우, 공기단축과 품질규격화를 통하여 성력화(省力化)를 도모할 수 있다(도 8a 내지 도 8c 및 도 9 참조).Rainwater penetrating side opening 20 according to the present invention is also manufactured in accordance with the standard design standards in the factory in advance, like the factory-made rainwater penetrating tube, if only assembled in the field, through the shortening of air and quality standardization (省力 化) 8a to 8c and 9.

본 발명의 빗물침투장치(35)는 도 10과 같이 빗물침투측구(20), 빗물침투관(10), 빗물침투통(1)들이 상호연계하여 구성되어 있으므로 우수유출의 저감과 비점오염원의 삭감율을 높일 수 있는 연동효과를 얻을 수 있다. Rainwater penetration device 35 of the present invention is because the rainwater penetration side opening 20, rainwater penetration tube 10, rainwater penetration tube (1) is configured in conjunction with each other to reduce the excellent runoff and non-point source reduction rate The interlocking effect can be increased.

이 연동효과는 강우지속시 도 10에서와 같이 단면 Q에서 Q', Q"로 이동하면서 지속강우의 수두가 현저하게 줄어드는 효과를 수반한다. 즉, 지속강우시 도로나 공원 등에서 유입된 빗물은 빗물침투측구(20)와 빗물침투관(10) 및 빗물침투통(1)을 거치면서 땅속으로 침투되며, 도 10의 단면 Q에서 Q', Q"로 이동되면서 수두가 현저하게 낮아지게 된다. This interlocking effect is accompanied by a significant decrease in the head of the continuous rainfall as it moves from the cross-section Q to Q 'and Q ", as shown in Figure 10. That is, rainwater introduced from roads or parks during continuous rainfall is rainwater. It penetrates into the ground through the penetration side opening 20, the rainwater penetration tube 10, and the rainwater penetration tube 1, and moves to Q 'and Q "in the cross-section Q of FIG.

또한 비점오염원 및 중금속 삭감량도 표 1에 나타낸 것과 같이 빗물침투측구(20), 빗물침투관(10), 빗물침투통(1)을 연계한 본 발명의 빗물침투장치(35)의 경우, 생물화학적 산소요구량(BOD), 총인(T-P) 및 중금속의 삭감효율이 각각 77%, 77%, 57%로 산출되었으며, 이는 강우량 10mm 이내의 생물화학적 산소요구량(BOD), 총인(T-P) 및 중금속이 빗물침투통(1)의 비점오염원 제거장치(14)에서 상기 삭감효율만큼 흡착 또는 고형화되고, 나머지 생물화학적 산소요구량(BOD), 총인(T-P) 및 중금속은 땅속으로 흡수되어 공공수역으로 흘러들어가기 전에 발생지역에서 고정됨을 의미한다.In addition, in the case of the rainwater penetrating device 35 of the present invention in conjunction with the rainwater penetrating side opening 20, rainwater penetrating tube 10, rainwater penetrating barrel (1), as shown in Table 1, the biochemical oxygen Reduction efficiency of BOD, total phosphorus (TP) and heavy metals was 77%, 77% and 57%, respectively, which means biochemical oxygen demand (BOD), total phosphorus (TP) and heavy metals within 10 mm of rainfall. The non-point source removal device 14 of the cylinder 1 is adsorbed or solidified by the reduction efficiency, and the remaining biochemical oxygen demand (BOD), total phosphorus (TP), and heavy metals are absorbed into the ground before being flowed into the public water. Means fixed at.

표 1은 본 발명의 빗물침투장치에 의한 비점오염원 및 중금속의 삭감효율이다.Table 1 shows the reduction efficiency of the non-point source and heavy metals by the rainwater penetration device of the present invention.

저감시설 Reduction Facility BODBOD T-PT-P 납,카드뮴 등Lead, cadmium, etc. 빗물침투측구+빗물침투관+빗물침투통
을 연동한 빗물침투장치
Rainwater penetration side + rainwater penetration tube + rainwater penetration
Rainwater penetration device
77%77% 77%77% 57%57%

참고로 우리나라에는 지역별 오염총량제가 시행되면서 효율적인 오염총량관리를 위해 비점오염원 최적관리(BMPs)지침을 수립하여 적용하고 있으며 환경부에서 인증하는 여러 삭감시설 중 빗물침투장치(빗물침투통, 빗물침투관, 빗물침투측구)의 삭감부하량은 표-2와 같다.For reference, Korea has established and applied the Non-point Pollutant Optimal Management (BMPs) guideline for effective pollution total management as the regional total pollution system is implemented, and the rainwater penetration device (rainwater penetration, rainwater penetration, Rainwater penetration side hole) is shown in Table-2.

표 2는 환경부 기준 비점오염원 저감시설별 삭감부하효율이다.Table 2 shows the reduction load efficiency for each nonpoint source reduction facility.

저감시설Reduction Facility BODBOD T-PT-P 납,카드뮴 등Lead, cadmium, etc. 빗물침투통Rainwater penetration 53%53% 46%46% 삭감기준 없음No cut standard 빗물침투관Rainwater penetration tube 53%53% 46%46% 삭감기준 없음No cut standard 빗물침투측구Rainwater penetration 53%53% 46%46% 삭감기준 없음No cut standard

즉, 본 발명의 빗물침투장치(35)는 생물화학적 산소요구량(BOD), 총인(T-P) 및 중금속의 삭감효율이 각각 77%, 77%, 57%로 환경부 삭감기준(BOD와 T-P가 각각 53%, 46%, 중금속은 삭감기준이 없음)을 크게 상회하는 삭감효과를 나타내어 지하수 및 토양의 오염을 크게 저감하는 효과를 가지며, 나머지 생물화학적 산소요구량(BOD), 총인(T-P) 및 중금속도 침투에 의하여 결국 땅속으로 흡수되어, 초기우수에 의한 비점오염원 및 중금속이 공공수역으로 흘러들어가기 전에 발생지역에서 고정되는 효과를 가진다. In other words, the rainwater penetration device 35 of the present invention has 77%, 77%, and 57% reduction efficiency of biochemical oxygen demand (BOD), total phosphorus (TP), and heavy metals, respectively. %, 46%, heavy metals do not have a reduction standard, significantly reducing groundwater and soil contamination, and the remaining biochemical oxygen demand (BOD), total phosphorus (TP) and heavy metals also penetrate It is eventually absorbed into the ground, and has the effect of fixing the non-point source and heavy metals from the initial rainwater before they flow into public waters.

1 빗물침투통 18 고무 가스켓
2 빗물유입침투관 19 코팅철망 또는 비닐투망
3 빗물유출침투관 20 빗물침투측구
4 빗물유출구멍 21 소켓(네오프렌계)
5 쇄석 22 밴드(네오프렌계)
6 투수시트 23 운반대
7 모래 24 행거(걸고리)
8 빗물침투통 뚜껑(원형) 25 내부 스페이스 링
9 빗물침투통 뚜껑(각형) 26 외부 스페이스 링
10 빗물침투관 27 스페이스 고정대
11 빗물유입관 28 외부 스페이스 긴결재
12 블랙셸(Black Shale) 29 빗물유입구
13 활성탄 30 빗물유입스리브
14 비점오염원 제거장치 31 빗물침투측구 점검구
15, 15a 격망 32 도로
16, 16a 스립 홀 33 인도, 공원
17. 그릴형 격망 34 보차도 경계석
35 빗물침투장치
a 빗물침투통 가로변(800, 900, 1,000mm)
b 빗물침투통 세로변(800, 900, 1,000mm)
c 빗물침투통 외곽선
d 빗물침투통 뚜껑선
e 빗물침투통 하부외곽선
f 빗물침투관 쇄석 높이(300~400mm)
g 빗물침투관 관경(150~300mm)
h1 빗물침투통 수두
h2 빗물침투통 쇄석 높이
i 모래층 높이(150mm)
j 지표에서 모래층 하단까지 높이(1,000~1,200mm)
k 비점오염제거 여과층 높이
m 초기우수 흐름곡선
m1 초기우수 흐름변화곡선
n 빗물침투관의 길이(3,000~6,000mm)
p 보도에서 빗물침투측구까지의 거리(1,000mm 이상)
q 초기우수 수두(40mm)
r 지속강우 수두(검은선)
s 초기우수 수두(붉은선)
w 침투
Q,Q',Q" 단면
1 Rainwater penetration 18 Rubber gasket
2 Rainwater infiltration pipe 19 Coated wire mesh or vinyl mesh
3 Rainwater outflow penetrator 20 Rainwater penetration
4 Rainwater outflow hole 21 socket (neoprene system)
5 crushed stone 22 bands (neoprene system)
6 Pitching Sheet 23 Carrier
7 sand 24 hangers
8 Rainwater trough lid (round) 25 Inner space ring
9 Rainwater penetration lid (square) 26 Outer space ring
10 Rainwater Penetration Tube 27 Space Fixture
11 Rainwater inlet pipe 28 Outer space tight connection
12 Black Shale 29 Rainwater Inlet
13 activated carbon 30 rainwater inflow rib
14 Nonpoint source removal device 31 Rainwater penetration
15, 15a vicious 32 road
16, 16a sleep hall 33 india, park
17. Grill Type Screen 34 Sidewalk Boundary Stone
35 Rainwater Penetration Equipment
a Rainwater penetration side (800, 900, 1,000mm)
b Rainwater penetration length (800, 900, 1,000mm)
c rainwater penetrate outline
d rainwater penetration lid
e Rainwater penetration lower outline
f Rainwater penetration crushed stone height (300 ~ 400mm)
g Rainwater penetration tube diameter (150 ~ 300mm)
h 1 rainwater penetration chicken pox
h 2 rainwater penetration crushed stone height
i Sand layer height (150mm)
j Height from surface to bottom of sand layer (1,000 to 1200 mm)
k Non-point decontamination filter bed height
m excellent initial flow curve
m 1 initial excellent flow change curve
n Length of rainwater penetration tube (3,000 ~ 6,000mm)
p Distance from the sidewalk to the rainwater penetration side (more than 1,000 mm)
q Excellent excellent head (40mm)
r Continuous rainfall head (black line)
s Early chickenpox (red line)
w penetrate
Q, Q ', Q "cross section

Claims (11)

삭제delete 강우시 빗물을 땅속으로 스며들게 하여 토양이 빗물을 머금게 하는 빗물침투장치에 있어서,
빗물침투통(1), 빗물침투관(10) 및 빗물침투측구(20)로 이루어지고, 상기 빗물침투통(1)의 내부에는 비점오염원 제거장치(14)가 내장되며, 상기 비점오염원 제거장치(14)는 그 내부에 블랙셸(12)과 활성탄(13)을 격층으로 분리시키거나 혼합한 형태의 여과재와, 격막(15)이 설치되고, 상기 빗물침투관(10)은 하부각 120도 이내에는 빗물유출구멍(4)이 구비되어 있지 않고 나머지 상부각 240도 범위내에만 빗물유출구멍(4)이 구비되어 있으며, 상기 빗물침투측구(20)는 저부로부터 40~50mm 높이까지는 빗물유출구멍(4)이 구비되어 있지 않도록 제공되는 것을 특징으로 하는 빗물침투장치.
In the rainwater penetration device that soaks rainwater into the ground during rainfall,
Rainwater penetrating barrel (1), rainwater penetrating tube (10) and rainwater penetrating side opening (20), the rainwater penetrating tube (1) inside the non-point source removal device 14, the non-point source removal device 14 is a filter medium in which the black shell 12 and the activated carbon 13 are separated or mixed into a diaphragm and a diaphragm 15 is installed therein, and the rainwater penetration tube 10 has a lower angle of 120 degrees. There is no rainwater outflow hole 4 therein, and the rainwater outflow hole 4 is provided only within the remaining upper angle range of 240 degrees. The rainwater penetration side opening 20 has a rainwater outflow hole from the bottom to a height of 40 to 50 mm. Rainwater penetration device, characterized in that provided (4) is not provided.
삭제delete 제2항에 있어서,
상기 빗물침투통(1)은 빗물침투관(10)을 거쳐 빗물침투측구(20)에 연결되어 제공되는 것을 특징으로 하는 빗물침투장치.
The method of claim 2,
The rainwater penetrating barrel (1) is a rainwater penetrating device, characterized in that it is provided connected to the rainwater penetrating side opening (20) via the rainwater penetrating pipe (10).
제4항에 있어서,
상기 빗물침투통(1)은 빗물침투관(10)을 거쳐 다른 빗물침투통(1)에 연결되어 제공되는 것을 특징으로 하는 빗물침투장치.
The method of claim 4, wherein
The rainwater penetration container (1) is a rainwater penetration device characterized in that it is provided connected to the other rainwater penetration tube (1) via the rainwater penetration tube (10).
제4항 또는 제5항에 있어서,
상기 빗물침투통(1), 빗물침투관(10) 및 빗물침투측구(20)는 그 외연이 쇄석(5)으로 감싸지고 쇄석(5)의 외부가 투수시트(6)로 감싸지는 구성으로 제공되는 것을 특징으로 하는 빗물침투장치.
The method according to claim 4 or 5,
The rainwater penetrating barrel (1), rainwater penetrating tube (10) and rainwater penetrating side opening (20) is provided in a configuration that the outer edge is wrapped with a crushed stone (5) and the outside of the crushed stone (5) wrapped with a permeable sheet (6) Rainwater penetration device characterized in that it is.
제4항에 있어서,
상기 빗물침투측구(20)는 도로(32)면에서 1m(p)이상의 간격을 유지하도록 제공되는 것을 특징으로 하는 빗물침투장치.
The method of claim 4, wherein
The rainwater penetration side opening 20 is a rainwater penetration device, characterized in that provided to maintain a distance of 1m (p) or more on the road 32.
삭제delete 삭제delete 제6항에 있어서,
상기 빗물침투관(10) 및 빗물침투측구(20)는 쇄석(5)과 함께 스페이서 (Spacer) 구조체 내에서 코팅철망(19)에 의하여 씌워지고 코팅철망(19)의 외부는 투수시트(6)로써 마감질되어 정형화된 규격으로 미리 공장에서 제작된 공장제작형으로 제공되는 것임을 특징으로 하는 빗물침투장치.
The method of claim 6,
The rainwater penetrating tube 10 and the rainwater penetrating side opening 20 is covered with a crushed stone 5 by a coated wire mesh 19 in a spacer structure and the outside of the coated wire mesh 19 is a permeable sheet 6. Rainwater penetration device characterized in that it is provided as a factory-manufactured type produced in advance in the factory in a standardized form.
삭제delete
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Cited By (6)

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Publication number Priority date Publication date Assignee Title
KR101362253B1 (en) 2011-12-19 2014-02-13 한국건설기술연구원 A street tree box
KR101553509B1 (en) * 2015-04-29 2015-09-15 (주) 일신네이쳐 A infiltration bucket with diffusion-mat
KR101674126B1 (en) 2016-05-12 2016-11-09 (주) 한국그린인프라연구소 Vegetation soil for rain garden
KR20190053752A (en) 2017-11-10 2019-05-20 황주연 A prefabricated infiltration sump for surface water
CN111779070A (en) * 2020-07-21 2020-10-16 太仓标美海绵城市科技有限公司 Underground environment rainwater collecting and utilizing device and control method thereof
KR102326538B1 (en) 2020-05-28 2021-11-15 단국대학교 천안캠퍼스 산학협력단 Rainwater infiltration treatment system

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JPH0213622A (en) * 1988-06-29 1990-01-18 Mitsubishi Plastics Ind Ltd Rainwater permeation weir
JPH10314722A (en) 1997-05-14 1998-12-02 Haneda Hume Pipe Co Ltd Soaking structure
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JPS63104624A (en) 1986-10-20 1988-05-10 Kasuga Sakusen Kk Simple rainwater processing device
JPH0213622A (en) * 1988-06-29 1990-01-18 Mitsubishi Plastics Ind Ltd Rainwater permeation weir
JPH10314722A (en) 1997-05-14 1998-12-02 Haneda Hume Pipe Co Ltd Soaking structure
KR100691566B1 (en) 2005-02-25 2007-03-09 조명자 The system for rain water low flow and underground infiltration

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101362253B1 (en) 2011-12-19 2014-02-13 한국건설기술연구원 A street tree box
KR101553509B1 (en) * 2015-04-29 2015-09-15 (주) 일신네이쳐 A infiltration bucket with diffusion-mat
KR101674126B1 (en) 2016-05-12 2016-11-09 (주) 한국그린인프라연구소 Vegetation soil for rain garden
KR20190053752A (en) 2017-11-10 2019-05-20 황주연 A prefabricated infiltration sump for surface water
KR102326538B1 (en) 2020-05-28 2021-11-15 단국대학교 천안캠퍼스 산학협력단 Rainwater infiltration treatment system
CN111779070A (en) * 2020-07-21 2020-10-16 太仓标美海绵城市科技有限公司 Underground environment rainwater collecting and utilizing device and control method thereof

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