KR200266512Y1 - A waste water disposal plant - Google Patents
A waste water disposal plant Download PDFInfo
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- KR200266512Y1 KR200266512Y1 KR2020010038700U KR20010038700U KR200266512Y1 KR 200266512 Y1 KR200266512 Y1 KR 200266512Y1 KR 2020010038700 U KR2020010038700 U KR 2020010038700U KR 20010038700 U KR20010038700 U KR 20010038700U KR 200266512 Y1 KR200266512 Y1 KR 200266512Y1
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- tank
- pipe
- wastewater
- waste water
- water
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- 239000002351 wastewater Substances 0.000 title claims abstract description 67
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 46
- 238000001914 filtration Methods 0.000 claims abstract description 38
- 238000000746 purification Methods 0.000 claims abstract description 32
- 238000004065 wastewater treatment Methods 0.000 claims abstract description 18
- 238000000034 method Methods 0.000 claims abstract description 17
- 239000010802 sludge Substances 0.000 claims abstract description 15
- 238000004062 sedimentation Methods 0.000 claims abstract description 13
- 239000012535 impurity Substances 0.000 claims description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 238000007599 discharging Methods 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000008213 purified water Substances 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 2
- 230000007797 corrosion Effects 0.000 claims description 2
- 238000009413 insulation Methods 0.000 claims description 2
- 238000001556 precipitation Methods 0.000 claims description 2
- 239000010865 sewage Substances 0.000 claims description 2
- 229920003002 synthetic resin Polymers 0.000 claims description 2
- 239000000057 synthetic resin Substances 0.000 claims description 2
- 239000012212 insulator Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 10
- 238000007654 immersion Methods 0.000 abstract description 2
- 239000007787 solid Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 239000000356 contaminant Substances 0.000 description 1
- 239000003599 detergent Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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- Filtration Of Liquid (AREA)
Abstract
본 고안은 폐수처리장치에 관한 것으로서, 특히 침전조와 정수조 및 배수조와 상기 침번조와 정화조 사이의 여과조를 일체형으로 형성하여 소형폐수배출업소에서 배출되는 소량의 폐수처리를 하기 위한 설치비용 및 설치면적을 저감할 수 있는 폐수처리장치를 제공하는 것이다.The present invention relates to a wastewater treatment apparatus, and in particular, an installation cost and an installation area for treating a small amount of wastewater discharged from a small wastewater discharger by forming an integrally formed filtration tank between a sedimentation tank, a water purification tank, a drainage tank, and the immersion tank and a septic tank. It is to provide a wastewater treatment apparatus that can reduce the.
이에 본 고안은 최초 폐수를 저장하는 폐수원수조와, 펌프 및 폐수공급파이프를 통하여 상기 폐수원수조에서 유입된 폐수가 침전방식과 필터방식으로 정화처리되어 배출되는 정화탱크와, 상기 정화탱크에서 유출되는 폐수의 슬러지를 집수하는 슬러지집수통으로 구성된 폐수처리장치를 제공하는 것이다.The present invention is a waste water source tank for storing the first waste water, and a purification tank in which the waste water introduced from the waste water source tank through the pump and the waste water supply pipe is purified and discharged by the sedimentation method and the filter method, and outflow from the purification tank. It is to provide a wastewater treatment device consisting of a sludge sump collecting the sludge of the wastewater.
Description
본 고안은 폐수처리장치에 관한 것으로서, 특히 침전조와 정수조 및 배수조와 상기 침번조와 정화조 사이의 여과조를 일체형으로 형성하여 소형폐수배출업소에서 배출되는 소량의 폐수처리를 하기 위한 설치비용 및 설치면적을 저감할 수 있는 폐수처리장치를 제공하는 것이다.The present invention relates to a wastewater treatment apparatus, and in particular, an installation cost and an installation area for treating a small amount of wastewater discharged from a small wastewater discharger by forming an integrally formed filtration tank between a sedimentation tank, a water purification tank, a drainage tank, and the immersion tank and a septic tank. It is to provide a wastewater treatment apparatus that can reduce the.
일반적인 폐수처리장치는 폐수를 담아놓는 폐수원수조와, 상기 폐수원수조의 폐수를 담아 상기 폐수에 있는 슬러지 등이 침강되어 폐수를 1차 여과하는 침전조와, 상기 침전조에서 1차 여과된 폐수를 담아 2차적으로 불순물을 침강하여 여과하는 정화조와, 상기 정화조에서 2차 여과된 폐수를 필터 등으로 여과하는 여과조와, 상기 여과조에서 여과된 여과수를 외부로 배출하는 배수조가 개별적으로 구성되었다.A general wastewater treatment apparatus includes a wastewater source tank containing wastewater, a sedimentation tank for sedimentation of sludge in the wastewater containing the wastewater of the wastewater source tank, and first filtering the wastewater, and the wastewater filtered first in the sedimentation tank. A septic tank for sedimenting and filtering impurities, a filtration tank for filtering the wastewater filtered secondly by the septic tank with a filter, etc., and a drainage tank for discharging the filtered water filtered in the filtration tank to the outside were separately configured.
이와같이 구성된 일반적인 폐수처리장치는 고가의 설치비용과 대규모의 설치공간을 필요로하였다.The general wastewater treatment system thus constructed required expensive installation cost and large installation space.
따라서, 산업단지 및 대규모의 공장폐수를 정화처리하는데는 용이하나, 음식점 및 세차장과 같은 소형업소 및 공장에서는 그 설치 비용은 물론이고 설치공간을 확보하기가 현실적으로 매우 실현성이 없는 문제점이 있었다.Therefore, it is easy to purify industrial complexes and large-scale factory wastewater, but in small businesses and factories such as restaurants and car washes, there is a problem that it is not practical to secure the installation space as well as the installation cost.
본 고안은 이와같은 문제점을 감안하여 안출된 것으로써, 소량의 폐수를 배출하는 업소에서 저렴한 설치비용으로 설치함은 물론이고 좁은 공간에서도 설치가 용이하도록 개별적으로 구성된 여러단계의 폐수정화처리조를 하나의 정화탱크에 집약적으로 형성한 폐수처리장치를 제공하는 것이다.The present invention has been devised in view of the above problems, and it is possible to install wastewater purification tanks of several stages that are individually configured to be installed in a small space as well as to install at a low installation cost in a place that discharges a small amount of wastewater. It is to provide a wastewater treatment apparatus intensively formed in the purification tank.
이와같은 목적을 달성하기 위하여 본 고안은 최초 폐수를 저장하는 폐수원수조와, 펌프 및 폐수공급파이프를 통하여 상기 폐수원수조에서 유입된 폐수가 침전방식과 필터방식으로 정화처리되어 배출되는 정화탱크와, 상기 정화탱크에서 유출되는 폐수의 슬러지를 집수하는 슬러지집수통으로 구성된 폐수처리장치를 제공한다.In order to achieve the above object, the present invention provides a wastewater tank for storing the first wastewater, and a purification tank in which the wastewater introduced from the wastewater tank through the pump and the wastewater supply pipe is purified and discharged by the precipitation method and the filter method. It provides a waste water treatment device consisting of a sludge collection tank for collecting the sludge of the waste water flowing out of the purification tank.
도 1은 본 고안의 구성을 나타낸 개략도.1 is a schematic view showing the configuration of the present invention.
도 2는 본 고안에 따른 입수공파이프의 변형예인 2단분리형 입수공파이프를 나타낸 사시도.Figure 2 is a perspective view showing a two-stage separation type inlet pipe of a modification of the inlet pipe according to the present invention.
도 3은 본 고안에 따른 몸통부 및 덮개를 형성한 판재의 내부구조를 나타낸 단면도.Figure 3 is a cross-sectional view showing the internal structure of the plate formed body and cover according to the present invention.
도 4은 본 고안에 따른 상향 계단식 여과방식을 나타낸 개략도.Figure 4 is a schematic diagram showing an upward step filtration system according to the present invention.
도 5는 본 고안에 따른 하향 계단식 여과방식을 타나낸 개략도.5 is a schematic view showing a downward step filtration method according to the present invention.
***** 도면의 중요부위에 대한 부호의 상세한 설명 ********** Detailed description of symbols for important parts of the drawings *****
1 : 폐수원수조 2 : 펌프1: wastewater source tank 2: pump
4 : 정화탱크 5 : 슬러지집수통4: purification tank 5: sludge collection tank
6 : 몸통부 7 : 침전조6: body part 7: sedimentation tank
8 : 정수조 9 : 조정조8: water purification tank 9: adjustment tank
10 : 배수조 11 : 입수공10: Drainage tank 11: Obtained work
12,12a,12a': 여과필터 13 : 입수공파이프12,12a, 12a ': Filtration filter 13: Obtained air pipe
13a,13a' : 여과파이프 14,14a,14a' : 파이프13a, 13a ': Filtration pipe 14,14a, 14a': Pipe
15 : 폐수역세파이프 16,17,18 : 드레인 파이프15: wastewater waste pipe 16, 17, 18: drain
19 : 여과망 20 : 유량계19: filter network 20: flow meter
21, 22 : 배출파이프21, 22: discharge pipe
본 고안의 구성 및 그 실시예는 첨부된 도면 1, 2, 3, 4, 5를 참조하여 자세히 설명한다.Configuration and embodiments of the present invention will be described in detail with reference to the accompanying drawings 1, 2, 3, 4, 5.
도 1은 본 고안의 구성을 나타낸 개략도이고, 도 2는 본 고안에 따른 입수공파이프의 변형예인 2단분리형 입수공파이프를 나타낸 사시도이고, 도 3은 본 고안에 따른 몸통부 및 덮개를 형성한 판재의 내부구조를 나타낸 단면도이고, 도 4는 본 고안에 따른 상향 계단식 여과방식을 나타낸 개략도이고, 도 5는 본 고안에 따른 하향 계단식 여과방식을 타나낸 개략도이다.Figure 1 is a schematic view showing the configuration of the subject innovation, Figure 2 is a perspective view showing a two-stage separation type inlet pipe, which is a variation of the inlet pipe according to the present invention, Figure 3 is formed a body portion and the cover according to the present invention Figure 4 is a cross-sectional view showing the internal structure of the plate, Figure 4 is a schematic diagram showing an upward step filtration method according to the present invention, Figure 5 is a schematic diagram showing a downward step filtration method according to the present invention.
본 고안의 구성은 도 1에 도시한 바와같이 최초 폐수를 저장하는 폐수원수조(1)와, 펌프(2) 및 폐수공급파이프(3)를 통하여 상기 폐수원수조(1)에서유입된 폐수가 침전방식과 필터방식으로 정화처리되어 배출되는 정화탱크(4)와, 상기 정화탱크에서 유출되는 폐수의 슬러지를 집수하는 슬러지집수통(5)으로 구성된다.The constitution of the present invention is the wastewater introduced from the wastewater source tank (1) through the wastewater source tank (1), the pump (2) and the wastewater supply pipe (3) for storing the first wastewater as shown in FIG. It consists of a purification tank (4) which is purified and discharged by the sedimentation method and the filter method, and a sludge collection tank (5) for collecting the sludge of the wastewater flowing out of the purification tank.
상기 정화탱크(4)는 개폐용 덮개(6')과, 상부면이 개방되고 일정한 내부공간을 갖는 몸통부(6)의 내부공간은 상하로 분리하여 상측부는 침전조(7)로 하측부는 정수조(8)로 형성하고, 상기 몸통부(6)의 전면 상측부에는 폐수원수조(1)에서 폐수가 1차로 유입되는 조정조(9)를 형성하고, 상기 몸통부(6)의 후면에는 정화된 처리수를 배출하는 배수조(10)를 형성하고, 중간부위에 다수의 입수공(11)이 형성되고 입수공(11)의 하측으로 여과필터(12)가 내설된 입수공파이프(13)의 하단이 정수조(8)와 관통되도록하되 상단은 외부공기의 유입이 용이하도록 몸통부(6)의 상단높이로 돌출되도록 수직으로 설치하고, 상기 입수공파이프(13)와 배수조(10) 사이에는 정수조(8)의 처리수가 유출되도록 파이프(14)를 설치한다.The purification tank (4) is an opening and closing cover (6 '), the upper surface is open and the inner space of the body portion 6 having a constant internal space is separated up and down, the upper side is settling tank (7) and the lower part is a water purification tank (8), the front upper portion of the body portion (6) is formed in the waste water source tank (1) to form an adjustment tank (9) to be introduced into the primary, the rear of the body portion (6) A drainage pipe 10 for discharging the treated water is formed, and a plurality of inlet holes 11 are formed in the middle portion of the inlet pipe 13 in which the filtration filter 12 is built in the lower side of the inlet hole 11. The lower end is penetrated with the water purification tank 8, but the upper end is installed vertically so as to protrude to the upper height of the trunk portion 6 so that the inflow of external air is easy, and between the inlet air pipe 13 and the drain tank 10. The pipe 14 is provided so that the process water of the purified water tank 8 may flow out.
상기 침전조(7)의 상단부와 폐수원수조(1) 사이에는 폐수역세파이프(15)를 설치하여 침전조(7)의 상단으로 폐수가 넘쳐흐르는 것을 방지하도록 한다.Between the upper end of the sedimentation tank (7) and the wastewater source tank (1) to install a waste water zone pipe (15) to prevent the waste water overflows to the top of the sedimentation tank (7).
상기 침전조(7)와 정수조(8)에는 각각 바닥에 침강된 불순물을 외부로 유출할 수 있도록 드레인파이프(16,17)를 설치하되 각각의 유출구는 슬러지수집통(5)으로연결한다.The sedimentation tank 7 and the water purification tank 8 are provided with drain pipes 16 and 17, respectively, so that impurities settled on the bottom can be discharged to the outside, and each outlet is connected to the sludge collector 5.
상기 조정조(9)에는 바닥에 침강된 불순물을 외부로 유출할 수 있도록 드레인파이프(18)을 설치하되 그 유출구는 폐수역세파이프(15)에 연결한다.The adjustment tank (9) is provided with a drain pipe (18) so that impurities settled on the bottom to the outside, the outlet is connected to the wastewater sewage pipe (15).
또한, 상기 조정조(9)의 안쪽에는 폐수공급파이프(3)의 유출구에서 방출되는폐수의불순물을 걸러내는 여과망(19)을 구비한다.In addition, the inside of the adjusting tank (9) is provided with a filtering net (19) for filtering the impurities of the waste water discharged from the outlet of the waste water supply pipe (3).
상기 배수조(10)에는 처리수의 배출유량을 나타내는 유량계(20)가 설치된 배출파이프(21)와 처리수를 재사용하는 배출파이프(22)를 설치한다.The drainage tank 10 is provided with a discharge pipe 21 provided with a flow meter 20 indicating the discharge flow rate of the treated water and a discharge pipe 22 for reuse of the treated water.
상기 입수공파이프(13)는 도 2에 도시한 바와같이 여과필터(12)의 교환이 용이하도록 입수공(11)이 형성된 상파이프(13')와 상기 여과필터(12)를 내재하는 하파이프(13")가 상하로 2단분리 및 결합되도록 형성함이 바람직하다.As shown in FIG. 2, the inlet pipe 13 includes an upper pipe 13 ′ in which the inlet hole 11 is formed and a lower pipe incorporating the filtration filter 12 to facilitate replacement of the filtration filter 12. (13 ") is preferably formed to be separated and combined in two stages.
상기 덮개(6')와 몸통부(6)는 단열효과 및 지지강도와 부식성을 고려하여 도 3에 도시한바와같이 중심부에 단열재(24)의 좌우면으로 철판(25,25')을 부착하고, 상기 철판(25,25')의 바깥면에는 각각 합성수지(26,26')를 도포한 판재를 사용함이 바람직하다.The cover 6 'and the body portion 6 are attached to the iron plate (25, 25') to the left and right sides of the heat insulating material 24 in the center as shown in Figure 3 in consideration of the thermal insulation effect, support strength and corrosion On the outer surfaces of the iron plates 25 and 25 ', it is preferable to use a plate coated with synthetic resins 26 and 26', respectively.
이와같은 판재를 사용하므로서 동절기에 몸통부(6)에 내재된 처리수가 동결되는 것을 방지할 수 있게된다.By using such a sheet material it is possible to prevent the treated water in the body portion 6 to freeze in winter.
미설명부호, 16',17',18'는 각 드레인파이프(16,17,18)의 밸브이고, 21',22'는 각 배출파이프(21,22)의 밸브이고, 23은 폐수의 유통 파이프이다.Unexplained numerals 16 ', 17', and 18 'are the valves of the drain pipes 16, 17 and 18, 21' and 22 'are the valves of the respective discharge pipes 21 and 22, and 23 is the flow of wastewater. It is a pipe.
이와같이 구성된 본 고안의 작용을 살펴보면 우선 폐수원수조(1)에 있는 폐수는 펌프(2)의 작동으로 폐수공급파이프(3)를 통하여 조정조(9)에 유입되어 먼저 여과망(19)에서 폐수에 함유된 큰 협잡물이 걸러지고 모래 등과 같은 고형물은 신속하게 침강분리되어 파이프(24)를 통하여 침전조(7)에 유입된다.Referring to the operation of the present invention configured as described above, the wastewater in the wastewater source tank (1) is first introduced into the adjusting tank (9) through the wastewater supply pipe (3) by the operation of the pump (2) and first contained in the wastewater in the filtering network (19). The large contaminants are filtered out and solids such as sand are quickly settled and introduced into the settling tank 7 through the pipe 24.
또한, 상기 조정조(9)의 바닥에 침전된 고형물은 밸브(18')를 조작하여 드레인파이프(18)를 개방하므로서, 폐수역세파이프(15)를 통하여 폐수저장조(1)로 배출한다.In addition, the solid precipitated at the bottom of the adjustment tank (9) is discharged to the wastewater storage tank (1) through the wastewater zone pipe (15) by opening the drain pipe (18) by operating the valve (18).
상기 침전조(7)에 유입된 처리수에 함유된 소형 고형물은 바닥으로 침강되며, 동시에 입수공파이프(13)의 입수공(11)으로 유입되는 처리수에 함유된 세제성분 및 유지성분이 필터에 여과처리되어 정수조(8)로 유입된다.The small solids contained in the treated water introduced into the settling tank 7 is settled to the bottom, and at the same time the detergent component and the oil and fat contained in the treated water flowing into the inlet 11 of the inlet pipe 13 to the filter. It is filtered and flowed into the water purification tank (8).
또한 상기 침전조(7)의 바닥에 침강된 고형물은 밸브(16')를 조작하여 드레인파이프(16)를 개방하므로서 슬러지수거통(5)로 배출된다.In addition, the solid precipitated at the bottom of the settling tank 7 is discharged to the sludge container 5 by opening the drain pipe 16 by operating the valve (16 ').
그리고 상기 침전조(7)의 상단부는 개방된 상태이므로 빗물 등이 유입되거나 처리수가 계속적으로 유입되여 상기 침전조(7)의 상단으로 처리수가 차오르면 폐수역세파이프(15)를 통하여 폐수원수조(1)로 재유입된다.And because the upper end of the settling tank 7 is open state, rainwater or the like is continuously introduced or the treated water is continuously introduced and the treated water rises to the top of the settling tank 7. Flows back to
상기 정수조(8)로 유입된 처리수는 파이프(14)를 통하여 배수조(10)로 유입된다.The treated water introduced into the water purification tank 8 is introduced into the drainage tank 10 through the pipe 14.
또한 상기 처리수에 함유된 미세한 고형물은 바닥으로 침강되며 상기 고형물은 밸브(17')를 조작하여 드레인파이프(17)를 개방하므로서 슬러지수거통(5)으로 배출된다.In addition, the fine solids contained in the treated water is settled to the bottom and the solids are discharged to the sludge container 5 by opening the drain pipe 17 by operating the valve 17 '.
상기 배수조(10)로 유입된 처리수를 재사용 할 경우에는 밸브(22')를 작동하여 배출파이프(22)로 처리수가 유출되도록 하고, 상기 처리수를 외부로 방류할 경우에는 밸브(21)를 작동하여 유량계(20)가 설치된 배출파이프(21)를 통하여 배출한다.When the treated water introduced into the drainage tank 10 is reused, the valve 22 'is operated to discharge the treated water into the discharge pipe 22, and when the discharged water is discharged to the outside, the valve 21 is operated. Operates the discharge through the discharge pipe 21 is installed flow meter (20).
도 4은 정수조의 처리수를 여과 배출하는 본 고안을 변형한 실시예로써 입수공파이프(13)와 배수조(10) 사이에는 여과필터(12a,12a')가 내재된 다수의 여과파이프(13a,13a')를 입설하되 그 하단은 정수조(8)에 관통되고 상단은 외부공기의 유입이 용이하도록 몸통부(6)의 상단으로 돌출되도록 한다.4 is a modified embodiment of the present invention for filtering and discharging the treated water of the purified water tank, and a plurality of filter pipes 13a having filtration filters 12a and 12a 'embedded therein between the water inlet pipe 13 and the drainage tank 10. , 13a ') but the lower end is penetrated through the water purification tank (8) and the upper end is protruded to the upper end of the body portion (6) to facilitate the introduction of external air.
그리고 상기 입수공파이프(13) 및 여과파이프(13a,13a')와 배수조(10)는 순차적으로 다수의 파이프(14,14a,14a')를 상방향으로 일정한 간격을 두고 계단식으로 연결하되 상기 입수공파이프(13)와 여과파이프(13a,13a')에 내재된 여과필터(12,12a,12a')도 상방향으로 일정한 간격을 두고 계단식으로 내설하므로써, 상기 정수조(8)의 처리수가 파이프(14,14a,14a')를 통하여 배수조(10)로 유입되는 동안 각 여과필터(12,12a,12a')에 의하여 여러차례 여과처리되도록 하는 것이다.The inlet pipe 13, the filtration pipe 13a, 13a ′, and the drainage tank 10 are sequentially connected to the plurality of pipes 14, 14a, 14a ′ in a stepwise manner at a predetermined interval in the upward direction. The filtration filters 12, 12a and 12a 'inherent in the obtained air pipe 13 and the filtration pipes 13a and 13a' are also stepped up at regular intervals in the upward direction so that the treated water of the water purification tank 8 It is to be filtered several times by each filtration filter 12, 12a, 12a 'while flowing into the drain 10 through the pipe (14, 14a, 14a').
또한 도 5에 도시한 바와같이 상기 입수공파이프(13) 및 여과파이프(13a,13a')와 배수조(10)는 순차적으로 다수의 파이프(14,14a,14a')를 하방향으로 일정한 간격을 두고 계단식으로 연결하되 상기 입수공파이프(13)와 여과파이프(13a,13a')에 내재된 여과필터(12,12a,12a')도 하방향으로 일정한 간격을 두고 계단식으로 내설하므로써, 상기 정수조(8)의 처리수가 파이프(14,14a,14a')를 통하여 배수조(10)로 유입되는 동안 각 여과필터(12,12a,12a')에 의하여 여러차례 여과처리되도록 하는 것이다.In addition, as shown in FIG. 5, the inlet pipe 13, the filtration pipe 13a, 13a ′, and the drainage tank 10 sequentially space a plurality of pipes 14, 14a, 14a ′ in a downward direction. By connecting stepwise with respect to the inlet pipe 13 and the filtration filter (12, 12a, 12a ') inherent in the filtration pipe (13a, 13a') also in the downward direction at regular intervals, the water purification The treatment water of the tank 8 is to be filtered several times by the respective filter filters 12, 12a, 12a 'while the water flows into the drain 10 through the pipes 14, 14a, 14a'.
이상에서 살펴본 바와같이 본 고안은 개별적으로 구성된 여러단계의 폐수정화처리조를 하나의 정화탱크에 집약적으로 형성하므로서, 세차장 및 음식점과 같이 소량의 폐수를 배출하는 업소에 설치시 그 설치비용이 저렴하며 좁은 공간에서도설치가 용이한 장점이 있다.As described above, the present invention is to form the waste water purification treatment tanks of individual stages intensively in one purification tank, so that the installation cost is low when installed in a place that discharges a small amount of waste water, such as a car wash and a restaurant. It is easy to install even in a narrow space.
또한, 폐수정화에 따른 수질오염을 방지함은 물론이고 폐수를 정화한 처리수를 재사용하므로서 경제적으로 비용절감의 효과가있다.In addition, there is an economical cost savings effect by preventing water pollution due to waste water purification, as well as reusing treated water that has been purified.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020010038700U KR200266512Y1 (en) | 2001-12-14 | 2001-12-14 | A waste water disposal plant |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020010038700U KR200266512Y1 (en) | 2001-12-14 | 2001-12-14 | A waste water disposal plant |
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| Application Number | Title | Priority Date | Filing Date |
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| KR10-2001-0079588A Division KR100425380B1 (en) | 2001-12-14 | 2001-12-14 | A waste water disposal plant |
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| KR200266512Y1 true KR200266512Y1 (en) | 2002-02-28 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030081789A (en) * | 2002-04-12 | 2003-10-22 | 주식회사 알오환경시스템 | Treatment system for glasses process waste water |
| KR101526330B1 (en) * | 2012-12-20 | 2015-06-08 | 주식회사 에스디알앤디 | A water circulation apparatus of filtration type |
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2001
- 2001-12-14 KR KR2020010038700U patent/KR200266512Y1/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030081789A (en) * | 2002-04-12 | 2003-10-22 | 주식회사 알오환경시스템 | Treatment system for glasses process waste water |
| KR101526330B1 (en) * | 2012-12-20 | 2015-06-08 | 주식회사 에스디알앤디 | A water circulation apparatus of filtration type |
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