KR20030032084A - a medicines investment machine structure for simplicity purifier system tank - Google Patents
a medicines investment machine structure for simplicity purifier system tank Download PDFInfo
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- KR20030032084A KR20030032084A KR1020010062250A KR20010062250A KR20030032084A KR 20030032084 A KR20030032084 A KR 20030032084A KR 1020010062250 A KR1020010062250 A KR 1020010062250A KR 20010062250 A KR20010062250 A KR 20010062250A KR 20030032084 A KR20030032084 A KR 20030032084A
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- water
- pipe
- filtration tank
- tank
- filter
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/50—Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/02—Filters 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
- B01D24/10—Filters 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 the filtering material being held in a closed container
- B01D24/12—Downward filtration, the filtering material being supported by pervious surfaces
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
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- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Filtration Of Liquid (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
본 발명은 중수도 및 간이상수도 정수장치에 관한 것으로서, 특히 오폐수 및 생활하수의 정화된 물과 농어촌 간이상수도에 설치하여 여과, 약품주입이 동시에 이루어지는 장치에 관한 것이다.The present invention relates to a water purification device for heavy water and liver abnormality, and more particularly, to a device in which filtration and chemical injection are performed at the same time by being installed in purified water of wastewater and domestic sewage and between rural and rural waterworks.
현재 오폐수 및 생활하수를 정화하여 그데로 하천으로 방류시키고 있고 농어촌에는 산간계곡의 물을 취수하여 생활용수로 사용하고 있는데 최근에는 지하수 개발에 의한 상수시설만 늘고있어, 무분별한 지하수 개발로 인해 자연환경 파괴와 점점 수량이 고갈되는 실정을 감안한다면, 기존의 하수처리된 물을 공업용수, 생활용수, 농업용수로 사용하고 산간계곡수의 간이상수도시설을 활용함이 바람직하나, 정수시설이 제대로 되어있지 않아 하수처리시설에서 처리된 물은 그데로 방류시키고, 산간계곡수는 강우시 탁류 낙엽 양서류등이 대부분 각가정의 수도꼭지에 그대로 유입되는 경우가 많았다. 최근에는 지하수개발에 의한 상수시설이 늘고있고 산간계곡의 정말 좋은 물을 이용하는 시설은 점점 폐쇄되고 있는 실정이다.Currently, wastewater and living sewage are purified and discharged into rivers, and rural and fishing villages are collecting water from mountain valleys and using them as living water. Recently, only water facilities have been developed by the development of groundwater. Considering the fact that the quantity is depleted, it is preferable to use the existing sewage treated water as industrial water, domestic water, and agricultural water, and to use the interstitial water system of the mountain valley water. The treated water was discharged as it was, and mountainous valley water flowed into the faucets of most households in most cases such as turbid deciduous amphibians during rainfall. In recent years, water supply facilities are increasing due to groundwater development, and facilities that use very good water in mountain valleys are gradually being closed.
그러나 무분별한 지하수개발로 인해 점점 지하수가 고갈되고 있는 실정과 자연환경 파괴 또는 많은 예산을 투입하여 하수처리시설을 하여 그데로 방류시키고, 앞으로의 물문제를 감안한다면 기존의 하수처리된 물과 산간계곡수의 취수시설을개선하여 활용하는 것이 바람직하다 할 것이다.However, due to indiscriminate groundwater development, the groundwater is gradually being depleted and the natural environment is destroyed or a large amount of budget is invested in sewage treatment facilities and discharged therein. Considering the future water problem, the existing sewage treated water and mountain valley water It would be desirable to improve and utilize the intake facilities.
그런데 위와 같이 하수처리된 물이나 계곡수를 이용하는 문제에 있어서 하수처리된 물은 정화가 완벽하게 처리되지 않고 산간계곡의 물은 강우로 인해 탁류, 낙엽, 곤충 및 양서류 등이 유입되어 비위생적이며 배수관이 막혀 시설을 제대로 활용하지 못하고 있는 실정이다.However, in the problem of using sewage or valley water as above, the sewage treated water is not completely purified, and the water in the mountain valley is unsanitary due to the inflow of turbidity, deciduous leaves, insects and amphibians due to rainfall. It is blocked and cannot use the facility properly.
이에 본 발명에서는 상기와 같은 점을 감안하여 상수도나 지하수에 의존하지 않고, 기존의 하수처리된 물과 간이상수도 시설을 최대한 활용할 수 있도록 시설을 보완하여 고장이 전혀 없고 항구적인 시설의 중수도 및 간이상수도 정수장치를 제안 하고자한다.Therefore, the present invention does not rely on water supply or groundwater in view of the above points, and supplements the facilities to make the best use of existing sewage treatment water and inter-dwelling water supply facilities. I would like to propose a water purifier.
도 1은 본 발명의 정수장치 구성도1 is a configuration diagram of the water purifying apparatus of the present invention
도 2는 여과조내의 여과재를 충진한 상태의 단면도2 is a cross-sectional view of a state filled with a filter medium in the filtration tank
도 3은 경사판을이용한 슬러지를 침전시킨 상태의 단면도3 is a cross-sectional view of the sludge was precipitated using a slope plate
※도면의 주요 부분에 대한 부호의 설명※ Explanation of code for main part of drawing
1. 취수장치쪽 정수약품주입장치1. Water purification chemicals injection device
2. 원수유입관 3. 역세척관2. Raw water inlet pipe 3. Backwashing pipe
4. 정수유출관 5. 1차드레인관4. Water purification pipe 5. Primary drain pipe
6. 2차드레인관 7. 침전조6. Second drain pipe 7. Settling tank
8. 경사판 9. 스크린8. tilt plate 9. screen
10. 노치 11. 1차여과조10. Notch 11. Primary filtration tank
12. 분배트러프 13. 2차여과조12. Distribution Trough 13. Secondary Filtration Tank
14. 유수조 15. 소독약품주입장치14. Water tank 15. Disinfectant injection device
16. 지지대 17. 월류관16. Support 17. Overflow pipe
18. 1차여과재(자갈, 맥반석등 굵은 여과재)18. Primary filtration material (coarse, coarse rock, etc.)
19. 2차여과재(활성탄, 바이오사, 안트라사이트, 규사, 맥반석등 가는 여과재)19. Secondary filtration materials (fine filter media such as activated carbon, biosa, anthracite, silica sand, elvan)
20. 에어펌프20. Air pump
상기와 같은 점을 감안하여 이하 첨부된 도면에 의하여 본 발명의 일실시 구성 및 작용 효과를 알아보면 다음과 같다.In consideration of the above-mentioned matters, one embodiment of the present invention will be described below with reference to the accompanying drawings.
도 1은 본 발명의 정수장치 구성도.1 is a block diagram of a water purification device of the present invention.
도2는 여과조내의 여과재를 충진한 상태의 단면도2 is a cross-sectional view of a state in which a filter medium is filled in a filtration tank;
도3은 경사판을 이용한 슬러지를 침전시킨 상태의 단면도로서,3 is a cross-sectional view of a state in which sludge is precipitated using an inclined plate,
정수약품주입장치①에서 정수약품을 주입하여 원수유입관②을 간이상수도의 무동력의 필요성을 감안하여 정수장치 상단보다 장치높이의 50%이상을 높게 곡관을 이용 설치하여 장치의 하단에서 유입시키고 일정 이격높이로 침전조⑦를 구비하며 침전조 내에는 경사판⑧과 지지대를 형성하며 상단한편에 스크린⑨을 설치하고한편은 노치⑩를 형성하고 하단 한편에 1차드레인관⑤을 용접형성하며 침전조⑦ 상단으로 1차여파조⑪와 2차여과조⑬를 구획하여 형성하며 2차여과조⑬상단에는 분배트러프⑫를 설치하고 그상단에 월류관을 용접형성하며 2차여과조⑬ 하단에는 유수조⑭를 구획하여 형성하고 유수조⑭ 상단에는 정수유출관④을 그리고 하단에는 2차드레인관⑥을 용접형성하며 본체 외벽체에 소독약품주입장치⑮를 설치하며 한편으로 원수 유입관②에서 관을 분배하여 역세척관③(무동력사 사용) 및 에어펌프동력시 사용)에서 발생하는 공기를 2차여과조⑬ 하단으로 유입되게 장치하는 것이다.Injecting purified water from the purified water injection device ①, the raw water inlet pipe ② is installed at 50% higher than the top of the water purification device by using a curved pipe, considering the necessity of no power of the water supply system. It is equipped with a settling tank ⑦ at the height, and the inclined plate ⑧ and the support stand in the settling tank. The screen ⑨ is installed on the upper side, the notch 은 is formed on the one side, and the primary drain pipe ⑤ is welded on the lower side, and the primary filter tank and the secondary filtration tank are separated and formed on the upper side of the sedimentation tank ⑦. Distributing trough ⑫ is installed at the top of the filtration tank and the overflow pipe at the top Welds are formed by dividing the oil and water tank at the bottom of the secondary filtration tank, and the water purification pipe ④ is welded at the top of the oil tank and the secondary drain pipe ⑥ at the bottom. On the other hand, by distributing the pipe from the raw water inlet pipe ② and backwash pipe ③ It is to install the air from the power source) to the bottom of the secondary filtration tank.
위와 같이 구성된 본 발명의 일실시 작용으로 취수지에서 원수가 원수유입관②으로 유입되면 정수약품주입장치①에서 정수약품이 투입되어 원수와 같이 유입되고 관으로 물이 흐르면서 자동으로 약품이 교반 희석되어 침전조에 이르면 유속은 급속히 감소되어 경사판⑧과 마찰되어 슬러지는 침전되면서 1차여과조⑪에서 여과재을 통과해 분배트러프⑫를 지나 2차여과조⑬에서 다시 2차여과재를 통과한 물은 유수지⑭에서 다시 합류하여 정수유출관④을 통해 유출하면 소독약품주입장치⑮에서 소독처리되는 것이다.In one embodiment of the present invention configured as described above, when the raw water is introduced into the raw water inlet pipe ② in the intake, purified water is injected into the purified water injection device ① is introduced as raw water, and the water flows into the pipe and the drug is automatically stirred and diluted. When it reaches the settling tank, the flow velocity decreases rapidly, and it is rubbed with the inclined plate ⑧ and the sludge settles. Pass through the distribution trough 다시 and then again in the second filtration After passing through the water, the water flows back through the effluent pipe ④ and is discharged through the disinfection chemical injection device 것이다.
한편 탁류가 계속 유입되어 침전조⑦나 여과층에 슬러지가 누적되면 정수능력이 떨어지면서 월류관으로 월류를 하게되면 정수유출관④과 원수유입관②을 닫고 역세척관③을 열어 역세척을 하면서 1,2차드레인관⑤⑥을 열어주면 슬러지등 이물질이 밖으로 배출되는 것이다.On the other hand, if sludge accumulates in the sedimentation tank ⑦ or the filtration layer due to the continuous inflow of turbidity, the water purification capacity decreases. If the water flows into the water, the water purification pipe ④ and the raw water inflow pipe ② are closed, and the back washing pipe ③ is opened to backwash and the first and second drain pipes ⑤⑥ are opened.
상기와 같이 본 발명의 작용효과로는 수류의 흐름만으로 정수약품주입, 여과처리 소독약품주입을 일시에 처리할 수 있는 것이 특징이다.As described above, the effect of the present invention is characterized in that the treatment of purified water injection, filtration treatment and disinfectant injection can be performed at one time only with the flow of water.
본 발명에 의한 운전은 무인운전이 가능하며 설비비나 유지 개보수비등이 저렴하고 고장 율이 거의 없는 유용한 발명인 것이다.Operation according to the present invention is a useful invention that can be operated unattended, inexpensive equipment costs, maintenance and maintenance costs, and almost no failure rate.
이와 같이 본 발명은 항상 하수처리된 물이나 간이상수도와 원수에 각종 미생물, 부유물, 탁류 등을 제거하여 ,소독 여과된 맑은 물을 공급할 수 있는 유용한 발명인 것이다.As described above, the present invention is a useful invention that can always supply various kinds of microorganisms, suspended solids, turbidity, etc. to sewage treated water or liver abnormalities and raw water, and to supply sterilized filtered clear water.
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WO2018131734A1 (en) * | 2017-01-13 | 2018-07-19 | 주식회사 대금지오웰 | Simple portable water treatment apparatus |
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KR100878554B1 (en) | 2008-07-29 | 2009-01-14 | 주식회사 에이치앤앤 | Water purification apparatus |
KR101025927B1 (en) | 2010-12-06 | 2011-03-30 | 이정용 | Wastewater disposal plant for wastewater |
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NL7812211A (en) * | 1978-12-15 | 1980-06-17 | Xhonneux Gilberte | WATER PURIFICATION DEVICE. |
JPH0233843Y2 (en) * | 1987-09-17 | 1990-09-11 | ||
JP3640285B2 (en) * | 1997-12-26 | 2005-04-20 | オルガノ株式会社 | Coagulation sedimentation equipment |
KR19990007876U (en) * | 1998-11-03 | 1999-02-25 | 윤종호 | Climbing Plate Settling System |
KR200202174Y1 (en) * | 2000-05-15 | 2000-11-15 | 주식회사청우네이처 | Wastewater Reusing System Using High Efficiency Sandfilter |
KR200221949Y1 (en) * | 2000-11-23 | 2001-04-16 | 주식회사에스알씨 시스템 | Simplicity prompt filtration system for water works |
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