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KR101676335B1 - Conversion and capacity change of a settling tank and busangjo multiple vertical guide plate type of waste processing device - Google Patents

Conversion and capacity change of a settling tank and busangjo multiple vertical guide plate type of waste processing device Download PDF

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KR101676335B1
KR101676335B1 KR1020160068529A KR20160068529A KR101676335B1 KR 101676335 B1 KR101676335 B1 KR 101676335B1 KR 1020160068529 A KR1020160068529 A KR 1020160068529A KR 20160068529 A KR20160068529 A KR 20160068529A KR 101676335 B1 KR101676335 B1 KR 101676335B1
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wastewater
tank
treatment tank
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level control
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이종환
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주식회사 라미나알앤디
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0039Settling tanks provided with contact surfaces, e.g. baffles, particles
    • B01D21/0069Making of contact surfaces, structural details, materials therefor
    • B01D21/0072Means for adjusting, moving or controlling the position or inclination of the contact surfaces, e.g. for optimising the particle-liquid separation, for removing the settled particles, for preventing fouling
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/2433Discharge mechanisms for floating particles
    • B01D21/2438Discharge mechanisms for floating particles provided with scrapers on the liquid surface for removing floating particles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/245Discharge mechanisms for the sediments
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20Mixing gases with liquids
    • B01F23/23Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/231Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids by bubbling
    • B01F23/23105Arrangement or manipulation of the gas bubbling devices
    • B01F23/2312Diffusers
    • B01F23/23121Diffusers having injection means, e.g. nozzles with circumferential outlet
    • B01F3/04248
    • 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
    • C02F1/24Treatment of water, waste water, or sewage by flotation
    • 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
    • C02F1/40Devices for separating or removing fatty or oily substances or similar floating material
    • 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
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F2101/00Mixing characterised by the nature of the mixed materials or by the application field
    • B01F2101/305Treatment of water, waste water or sewage
    • B01F2215/0052

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (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)
  • Analytical Chemistry (AREA)
  • Physical Water Treatments (AREA)

Abstract

본 발명은 부상조와 침전조의 방식 전환 및 용량 변경이 가능한 다중구조의 수직유도판형 폐수 처리장치에 관한 것으로서, 폐수유입부(200)가 구비된 전방처리조(110)와 후방처리조(120)의 다중 구조로 이루어진 폐수처리본체(100); 전방처리조(110)와 후방처리조(120)의 상부에 1개 또는 복수로 설치되며, 고정형 다공판(131)과 승강형 다공판(132)에 의해 수류량과 방향을 분산 조절하는 수류분산부; 후방처리조(120) 내에서 탈착 가능하게 설치되는 수직유도판(140); 전방처리조(110)와 후방처리조(120) 사이에 걸쳐지도록 폐수처리본체(100) 상부에 탈착식으로 설치되며, 정회전과 역회전에 따라 슬러지를 양 방향으로 수집하는 부상슬러지 수집기(300); 후방처리조(120)와의 사이에는 승강식 수위조절판(150)이 구비되거나 밸브로 개폐되는 수평 수위조절관(160)이 구비되고, 후방침전부(121)와의 사이에는 밸브로 개폐되는 상향 수위조절관(170)이 구비되어 후방처리조(120)의 폐수가 유입되는 폐수배출조(180);로 구성하고, 폐수처리본체(100) 일측에 에어정량정압투입장치(510)와 미세기포발생 가압펌프(520)를 구비한 것이며, 전방처리조(110)의 용량을 소, 중, 대의 다수 개로 형성하고 후방처리조에 탈부착되게 함으로서, 폐수의 상태에 따라 부상방식이나 침전방식으로 전환시켜 사용할 수 있으며, 부상슬러지의 양방향 집하가 가능하고 폐수에 공급되는 미세기포를 이용하여 폐수 처리 효율을 높일 수 있으며, 전방처리조 용량을 최적의 것으로 변경하여 폐수의 처리 효율을 높일 수 있도록 한 것이다.The present invention relates to a vertical induction plate type wastewater treatment apparatus of a multi-structure capable of changing the mode and capacity of a floating tank and a settling tank, A wastewater treatment body 100 of a multiple structure; One or a plurality of the water treatment apparatuses are disposed at the upper part of the front treatment tank 110 and the rear treatment tank 120 and the water dispersion and the water dispersion are controlled by the fixed type perforated plate 131 and the vertical type perforated plate 132 part; A vertical guide plate 140 detachably installed in the rear treatment tank 120; A floating sludge collector 300 detachably installed on the wastewater treatment main body 100 so as to extend between the front treatment tank 110 and the rear treatment tank 120 and collecting the sludge in both directions according to forward rotation and reverse rotation, ; A horizontal level control tube 160 is provided between the rear treatment tank 120 and the horizontal level control tube 160 which is opened or closed by a valve and is provided with an upward water level control valve And a waste water discharge tank 180 into which the waste water of the waste water treatment tank 120 is introduced by a pipe 170. The waste water treatment main body 100 includes an air quantity constant pressure injection device 510, And a pump 520. The capacity of the front treatment tank 110 is formed into a large number of small, medium, and large sized units so as to be detachably attached to the rear treatment tank, and can be switched to a floating system or a precipitation system depending on the condition of the wastewater. It is possible to collect wastewater sludge in both directions and increase the efficiency of wastewater treatment by using fine bubbles supplied to the wastewater and to improve the treatment efficiency of wastewater by changing the front treatment tank capacity to the optimal one.

Description

부상조와 침전조의 방식 전환 및 용량 변경이 가능한 다중구조의 수직유도판형 폐수 처리장치{Conversion and capacity change of a settling tank and busangjo multiple vertical guide plate type of waste processing device}BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a vertical induction plate type wastewater treatment apparatus capable of changing the mode of a floating tank and a settling tank,

본 발명은 부상조와 침전조의 방식 전환 및 용량 변경이 가능한 다중구조의 수직유도판형 폐수 처리장치에 관한 것으로서, 더욱 상세히는 계절별 및 생산물질에 따라 폐수는 성질이나 상태가 바뀔 수 있으며, 이러한 폐수는 부상 혹은 침전성이 바뀌어 처리될 필요가 있으므로 이를 위해 부상 방식과 침전 방식으로 손쉽게 전환시켜 사용할 수 있는 부상조와 침전조의 방식 전환 및 용량 변경이 가능한 다중구조의 수직유도판형 폐수 처리장치에 관한 것이다.
The present invention relates to a multi-structure vertical induction plate type wastewater treatment apparatus capable of changing the mode of a floatation tank and a sedimentation tank and capable of changing the capacity thereof, and more particularly, The present invention relates to a multi-structure vertical induction plate type wastewater treatment apparatus capable of changing the mode of the floatation tank and the settling tank and changing the capacity of the floatation tank and the sedimentation tank, which can be easily switched to the floating type and the settling type.

일반적으로 폐수는 각 가정 및 공공건물, 영업건물 등에서 배출되는 오,폐수와 공장에서 배출되는 공장폐수로 구별되며, 공장폐수는 다시 넓은 뜻의 산업폐수에 포함되고, 특히 수질오염과 토양오염 등의 원인이 되고 있다.Generally, wastewater is distinguished from waste water discharged from each home and public buildings, business buildings, and factory wastewater discharged from factories. Factory wastewater is again included in industrial wastewater for a wide range of uses. Especially, water pollution and soil pollution It is becoming a cause.

따라서, 이와 같은 폐수(오수 포함)는 대부분 부상조나 침전조를 이용한 폐수 처리장치를 이용하여 처리하거나 유수분리기를 이용한 폐수 처리장치로 처리하고 있는 실정이다.Therefore, most of such wastewater (including wastewater) is treated using a wastewater treatment apparatus using a floatation tank or a sedimentation tank or a wastewater treatment apparatus using an oil-water separator.

여기서 부상조는 수처리기기 중에서 폐수 중 물보다 가벼운 물질을 처리조 상부로 부상시켜서 제거하는 고/액 분리장치이고, 침전조는 폐수 중에서 물보다 무거운 물질을 처리조의 하부로 침전시켜 제거하는 고/액 분리장치이며, 유수분리기는 폐수 중 기름처럼 물보다 가벼운 물질(자연스럽게 부상)의 자체 부상력을 이용하여 물과 분리시키는 장치이다.The float tank is a solid / liquid separation device that removes substances in wastewater that are lighter than water in the wastewater by being floated up to the top of the treatment tank. The sedimentation tank is a solid / liquid separation device that removes substances in wastewater that are heavier than water, And the oil-water separator is a device for separating water from wastewater by using the self-lifting force of a material (natural flotation) that is lighter than water, such as oil.

여기서 폐수인입구를 통해 내부로 유입된 폐수가 단순히 수평방향으로 거칠 것 없이 흐르면서 이물질을 부상시키는 방식의 수처리기는 폐수 속에 포함된 슬러지의 부상 효율성이 떨어짐에 따라 부상슬러지 수집기로 수집되는 수거량이 미미한 등 폐수처리 기능이 떨어지므로 그 처리량을 늘리려면 설비 크기가 과다하게 커져야 함에 따라 제작비용은 물론 유지관리 비용이 많이 소요된다.Here, the water treatment system in which the wastewater introduced into the wastewater through the wastewater inlet flows in a horizontal direction without roughness, while the floatation efficiency of the sludge contained in the wastewater is inferior, the collection amount collected by the floating sludge collector is small Since the waste water treatment function is inferior, the facility size must be increased excessively in order to increase the throughput, so that the manufacturing cost and the maintenance cost are high.

이러한 문제점을 해결하기 위한 선행기술로는 아래 특허문헌에 개시된 바와 같이 본원 출원인이 개발하여 등록받은 대한민국 특허등록 제10-0789996호(공개번호: 10-2007-0048142호, 2007.05.08.공개)의 "부상조와 침전조와 유수분리기를 포함하는 폐수처리장치"가 있다.As a prior art for solving such a problem, there is disclosed in Korean Patent Registration No. 10-0789996 (Publication No. 10-2007-0048142, published on May 5, 2007), which was developed and registered by the present applicant as disclosed in the following patent documents "Wastewater treatment apparatus including floating bed and settling tank and oil water separator ".

상기 선행기술은 폐수처리조 내부에 구멍이 다수 형성된 수류분산패널을 1개 이상 다수 구비하고, 수류분산패널 뒤쪽에는 다수의 경사판이 일정간격으로 채워진 침전유도통을 설치하며, 폐수인입구와 대향된 반대쪽에는 상하로 조절되는 이동부재와 고정부재에 의해 간격이 조절되는 유입구를 구비한 것이다.In the prior art, there are provided a plurality of water distribution panels having a plurality of holes in a wastewater treatment tank, a sedimentation induction tank filled with a plurality of swash plates at a predetermined interval is provided behind the water dispersion panel, A moving member which is adjusted up and down, and an inlet whose gap is adjusted by the fixing member.

그리고, 수류분산패널 사이에 경사판이 비스듬히 설치된 침전유도통을 구비하고, 유입구의 크기 조절에 따라 폐수배출구로 배출되는 수량을 조절함으로써 폐수의 수류압 및 속도를 조절하여 슬러지의 부상 및 침전 효과를 높이도록 한 것이다.In addition, a sedimentation induction cylinder having an inclined plate installed between the water dispersion panels is provided. By regulating the amount of water discharged to the waste water outlet according to the size of the inlet, the water pressure and speed of the waste water can be controlled to improve the floatation and sedimentation effect of the sludge. .

상기 선행기술은 경사판이 비스듬히 경사져 설치된 침전유도통을 사용하는 것으로서, 수류의 흐름을 하향으로 유도하여 오,폐수의 침전물을 아래쪽으로 유도하는 효과는 좋지만 이물질의 부상효과는 좋지 못하다고 할 수 있다.The prior art uses a sedimentation induction tube with a slope inclined obliquely to induce the stream of water downward to induce the sediment of the wastewater downward, but the floating effect of the foreign matter is not good.

그리고 상기 선행기술은 폐수처리장치의 내부에 일정 간격으로 배치되는 수류분산패널과 그 사이 사이에 설치되는 경사판 침전조가 고정타입으로 설치된 것이고, 이들의 상부에 설치되는 부상슬러지 수집기가 일방향으로만 회전되면서 슬러지를 제거하는 구조이다.In the prior art, a water dispersion panel, which is disposed at a predetermined interval in a wastewater treatment apparatus, and a slope plate settling tank installed therebetween are fixedly installed, and the floating sludge collector installed on the upper part of the water dispersion panel is rotated in only one direction It is a structure to remove sludge.

그런데, 계절별로 생산 물질에 따라 성상이나 성질이 바뀌는 폐수를 효과적으로 처리하려면 부상 방식과 침전 방식 중에서 최적의 처리 방식을 선택하여 처리하여야만 하는데 상기 선행기술은 모든 구조가 고정타입이므로 폐수 처리장치의 구조를 부상조 방식이나 침전조 방식으로의 전환이 어려우며, 이에 따라 부상조 방식의 폐수 처리장치와 침전조 방식의 폐수 처리장치를 개별적으로 모두 구비하여만 한다.However, in order to effectively treat the wastewater whose property or property changes depending on the production material by season, it is necessary to select the optimal treatment method from among the floating method and the settling method. However, since the prior art is a fixed type, It is difficult to switch to the flotation system or the settling tank system, so that both the flotation system of the flotation system and the wastewater treatment system of the flotation system are separately provided.

그리고 부상조나 침전조를 다중 구조로 형성할 때 그 용량이 고정되어 있으므로 계절별 상황에 따라 유입되는 폐수의 수량에 변화가 있어도 이에 알맞는 용량으로의 변경이 어려워 폐수처리를 효율적으로 하지 못하였다.
In addition, when the floating tank or the settling tank is formed into a multi-structure, its capacity is fixed. Therefore, even if there is a change in the quantity of wastewater flowing in according to the seasonal situation, it is difficult to change the capacity to a proper capacity.

대한민국 특허등록 제10-0789996호(공개번호:10-2007-0048142호,2007.05.08. 공개)의 "부상조와 침전조와 유수분리기를 포함하는 폐수처리장치""Wastewater treatment apparatus including flotation tank, settling tank and oil water separator" in Korean Patent Registration No. 10-0789996 (Publication No. 10-2007-0048142,

본 발명은 상기한 선행기술의 문제점을 개선하기 위해 개발된 것으로서, 본 발명의 목적은 계절별로 생산 물질에 따라 성질이나 상태가 바뀌는 폐수를 효과적으로 처리하기 위해서 폐수 처리장치의 내부 구조를 유수분리가 되는 부상조 방식이나 침전조 방식으로 손쉽게 전환 시킬 수 있는 다중구조의 수직유도판형 폐수 처리장치를 제공함에 있다.The present invention has been developed in order to solve the problems of the prior art described above, and an object of the present invention is to provide a wastewater treatment apparatus and a wastewater treatment apparatus that effectively treat wastewater, The present invention also provides a multi-structure vertical induction plate type wastewater treatment device which can be easily converted into a floating bath or a settling bath.

본 발명의 다른 목적은 부상조와 침전조의 방식 전환과 더불어 상황에 따라 부상 슬러지의 양방향 집하가 가능하며, 유입되는 폐수에 미세기포 발생이 더욱 증대되어 폐수 처리 효율을 높일 수 있는 다중구조의 수직유도판형 폐수 처리장치를 제공함에 있다.Another object of the present invention is to provide a multi-structure vertical induction plate type structure capable of bi-directionally collecting floating sludge depending on the situation, and further increasing the generation of micro-bubbles in the incoming wastewater, And to provide a wastewater treatment apparatus.

본 발명의 또 다른 목적은 다중 구조로 형성되는 부상조나 침전조 중 일부의 용량을 계절별 상황에 따라 변경할 수 있도록 함으로서 유입되는 폐수의 수량에 따라 최적의 처리 효율을 발휘할 수 있는 부상조와 침전조의 방식 전환 및 용량 변경이 가능한 다중구조의 수직유도판형 폐수 처리장치를 제공함에 있다.
It is a further object of the present invention to provide a method for changing the capacity of a floating tank or a settling tank formed of a multi-structure according to seasonal conditions, thereby changing the method of floating tank and settling tank, The present invention provides a vertical induction plate type wastewater treatment device having a multi-structure capable of changing the capacity.

이와 같은 본 발명의 목적은 폐수유입부와 전방침전부가 구비된 전방처리조와, 후방침전부가 구비된 후방처리조의 다중 구조로 이루어진 폐수처리본체; 전방처리조와 후방처리조의 상부에 설치되며, 고정형 다공판과 승강형 다공판에 의해 수류량과 방향을 분산 조절하는 수류분산부; 후방처리조 내에서 탈착식으로 설치되는 수직유도판; 전방처리조와 후방처리조에 걸쳐지도록 폐수처리본체 상부에 탈착 가능하게 설치되며, 정회전과 역회전에 의해 슬러지를 양 방향 수집하는 부상슬러지 수집기; 후방처리조와의 사이에는 승강식 수위조절판이나 수평 수위조절관(160)이 구비되고, 후방침전조와의 사이에는 밸브로 개폐되는 상향식 수위조절관이 구비되어 후방처리조의 폐수가 유입되는 폐수배출조;로 구성하고, 에어정량정압투입장치의 에어를 공급받아 미세기포함유된 폐수를 전방처리조의 폐수유입부에 공급하는 미세기포발생 가압펌프를 구비한 것으로서, 폐수의 상태에 따라 부상방식이나 침전방식으로 손쉽게 전환시켜 사용할 수 있으므로 상기 목적 달성이 가능한 것이다.It is an object of the present invention to provide a wastewater treatment main body having a multi-structure of a front treatment tank having a wastewater inflow portion and a front treatment unit, and a rear treatment unit having a rear treatment unit; A water dispersion unit installed on the upper part of the front treatment tank and the rear treatment tank and configured to disperse and adjust the water flow amount and direction by the fixed type perforated plate and the vertical type perforated plate; A vertical guide plate detachably installed in the rear treatment tank; A floating sludge collector detachably installed on the wastewater treatment body so as to span the forward treatment tank and the rear treatment tank and collecting the sludge in both directions by forward rotation and reverse rotation; A horizontal water level adjusting pipe or a horizontal water level adjusting pipe 160 is provided between the rear treatment tank and the water level adjusting pipe between the water level adjusting pipe and the rear settling tank. Bubble generation pressurizing pump which is supplied with the air from the air quantity constant-pressure injection device and supplies the wastewater containing fine particles to the wastewater inflow portion of the front treatment tank. So that the above object can be achieved.

본 발명의 다른 목적은 후방처리조와 폐수배출조의 사이 및 전방처리조의 내부 전방에 부상슬러지집하통을 각각 구비하여 부상 슬러지의 양방향 집하가 가능토록 하고, 폐수유입부에 수류분산통로를 구비하되 그 수류분산통로 마다 에어를 공급하는 에어탱크를 전방처리조에 구비함으로서 달성될 수 있다.It is another object of the present invention to provide a floating sludge collecting column provided between a rear treatment tank and a waste water discharge tank and in front of an inner side of a front treatment tank so as to enable the floating sludge to be collected in both directions and to have a water distribution passage in a waste water inflow portion, And an air tank for supplying air to each of the dispersion passages is provided in the front treatment tank.

본 발명의 또 다른 목적은 폐수처리본체의 전방처리조를 소, 중, 대의 서로 다른 용량을 갖는 다수 개로 형성하고, 다수 개의 전방처리조를 후렌지와 같은 연결부에 의해 후방처리조에서 탈부착할 수 있도록 하면 계절별 상황에 따라 전방처리조를 다양한 용량으로 변경 가능하므로 목적 달성이 가능한 것이다.
It is still another object of the present invention to provide a wastewater treatment apparatus in which a front treatment tank of a wastewater treatment body is formed with a plurality of different capacity of small capacity, medium capacity, and large capacity, and a plurality of the front treatment tanks are removably attached to and detached from a rear treatment tank by a connecting portion such as a flange. It is possible to change the front treatment tank to various capacities according to seasonal conditions, so that the object can be achieved.

이러한 본 발명의 폐수 처리장치는 폐수처리본체를 전방처리조와 후방처리조의 다중 구조로 형성하되 후방처리조 내의 탈착식 수직유도판 장착 여부와, 후방처리조에서 폐수배출조로의 폐수 흐름을 상방향과 하방향 중 어느 하나로 조절하면 폐수의 성질이나 상태에 따라 유수분리가 되는 부상방식이나 침전방식으로 손쉽게 전환 시킬 수 있는 것으로서, 부상방식의 폐수 처리장치와 침전방식의 폐수 처리장치를 개별적으로 구비할 필요가 없으므로 설치 공간을 효율성 있게 활용할 수 있고, 시공 설치비가 매우 저렴한 효과가 있다.In the wastewater treatment apparatus of the present invention, the wastewater treatment body is formed of a multi-structure of the front treatment tank and the rear treatment tank, and the wastewater treatment apparatus includes a detachable vertical guide plate installed in the rear treatment tank, The wastewater treatment apparatus of the floating type and the wastewater treatment apparatus of the precipitation type need to be individually provided. The wastewater treatment apparatus of the floating type and the wastewater treatment apparatus of the precipitation type need to be separately provided Therefore, it is possible to utilize the installation space efficiently, and the construction installation cost is very cheap.

그리고 이물질이 함유된 폐수의 상태에 따라 부상 슬러지의 양방향 집하가 가능하며, 폐수유입부로 유입되는 폐수를 분산시키면서 에어탱크의 에어를 고르게 분산 공급하므로 전방처리조로 유입되는 폐수에 미세기포 발생을 상당히 증대시킬 수 있어 폐수처리 효율을 높일 수 있는 효과가 있다.In addition, it is possible to collect floating sludge in both directions according to the state of the wastewater containing foreign matter. Since the air of the air tank is dispersed and supplied while dispersing the wastewater flowing into the wastewater inflow portion, the microbiological bubbles are considerably increased in the wastewater flowing into the forward treatment tank So that the effluent treatment efficiency can be improved.

또한, 부상조나 침전조의 다중 구조를 형성하는 전방처리조와 후방처리조를 연결부에 의해 필요시 다양한 용량의 전방처리조로 교체하여 설치할 수 있으므로 계절별로 유입되는 폐수의 수량에 따라 최적의 처리 효율을 발휘할 수 있는 효과가 있다.
In addition, since the forward treatment tank and the post treatment tank, which form multiple structures of the floating tank and the settling tank, can be installed by replacing with the forward treatment tank of various capacities when necessary, There is an effect.

도 1a 는 본 발명의 폐수 처리장치를 개략적으로 도시한 정면도
도 1b 는 본 발명의 폐수 처리장치를 개략적으로 도시한 측면도
도 2 는 본 발명의 처리장치를 부상/유수분리기로 사용하는 상태의 정면도
도 3 은 본 발명의 처리장치를 다른 실시예의 부상/유수분리기로 사용하는 상태의 정면도
도 4a 는 본 발명의 처리장치를 침전/유수분리기로 사용하는 상태의 정면도
도 4b 는 본 발명의 처리장치를 침전/유수분리기로 사용하는 상태의 측면도
도 5 는 본 발명의 처리장치를 다른 실시예의 침전/유수분리기로 사용하는 상태의 정면도
도 6 은 본 발명에서 폐수유입부의 수류분산통로를 개략적으로 도시한 평면도
도 7a 내지 도 7c 는 본 발명에서 소, 중, 대의 용량을 갖는 전방처리조를 교체 설치한 상태를 보인 개략도
FIG. 1A is a front view schematically showing a waste water treatment apparatus of the present invention. FIG.
1B is a side view schematically showing the wastewater treatment apparatus of the present invention
2 is a front view of a state in which the treatment apparatus of the present invention is used as a flotation /
3 is a front view of a state in which the treatment apparatus of the present invention is used as a floating / water separator in another embodiment
4A is a front view of a state in which the treatment apparatus of the present invention is used as a sedimentation /
FIG. 4B is a side view of a state in which the treatment apparatus of the present invention is used as a sedimentation /
5 is a front view of a state in which the treatment apparatus of the present invention is used as a sedimentation /
6 is a plan view schematically showing the water distribution passage of the wastewater inflow section in the present invention
FIGS. 7A to 7C are schematic views showing a state in which a front treatment tank having small, medium,

이하에서는 본 발명의 목적을 효과적으로 달성할 수 있는 기술적 구성 및 작용을 바람직한 실시 예로 첨부한 도면에 의하여 상세히 설명하기로 한다.BRIEF DESCRIPTION OF THE DRAWINGS The above and other features and advantages of the present invention will be more apparent from the following detailed description taken in conjunction with the accompanying drawings, in which: FIG.

도 1a 내지 도 1b 에서와 같이 본 발명은 폐수처리장치를 구성함에 있어서, 폐수유입부(200)와 전방침전부(111)가 구비된 전방처리조(110)와, 후방침전부(121)가 구비된 후방처리조(120)의 다중 구조로 이루어진 폐수처리본체(100); 전방처리조(110)와 후방처리조(120)의 상부에 1개 또는 복수로 설치되며, 고정형 다공판(131)만이 설치되거나 승강형 다공판(132)이 함께 구비되어 수류량과 방향을 분산 조절하는 수류분산부; 다수의 파상형 유도판이 일정 간격으로 적층되어 후방처리조(120) 내부에 탈착식으로 설치되는 수직유도판(140); 전방처리조(110)와 후방처리조(120)의 상단부에 걸쳐 놓이도록 폐수처리본체(100) 상부에서 탈착 가능하게 설치되며, 정회전과 역회전이 가능하여 슬러지를 일방향 또는 양방향으로 수집하는 부상슬러지 수집기(300); 폐수처리본체(100)의 폐수가 수위조절수단을 거쳐 유입되는 폐수배출조(180); 로 이루진 것을 특징으로 한다.1A and 1B, the present invention is a wastewater treatment apparatus comprising a front treatment tank 110 having a wastewater inlet portion 200 and a front needle bar front portion 111, and a rear needle bar front portion 121 A wastewater treatment main body 100 having a multiple structure of a rear treatment tank 120 provided therein; One or a plurality of fixed type perforated plates 131 are provided or an elevated type perforated plate 132 is provided at the upper part of the front treatment tank 110 and the rear treatment tank 120 to disperse the amount of water flow and direction A water flow distributor for regulating the water flow; A vertical guide plate 140 in which a plurality of wave guide plates are stacked at predetermined intervals and detachably installed in the rear treatment tank 120; The sludge is detachably installed on the upper portion of the waste water treatment main body 100 so as to be placed over the upper portion of the front treatment tank 110 and the rear treatment tank 120, A sludge collector (300); A wastewater discharge tank 180 into which wastewater from the wastewater treatment main body 100 flows via the level control means; . ≪ / RTI >

여기서 상기 수위조절수단으로는, 도 2 와 같이 후방처리조(120)와 폐수배출조(180) 사이에 승강식 수위조절판(150)을 설치하거나 또는 도 3 및 도 5a 와 같이 밸브로 개폐되는 수평 수위조절관(160)을 설치하여 서로 연결되게 하고, 후방침전부(121)와 폐수처리본체(100) 사이는 도 2 및 도 3 과 같이 밸브로 개폐되는 상향 수위조절관(170)으로 연결하여 구성함이 바람직하다.As the water level adjusting means, an elevating water level regulating plate 150 may be installed between the rear treatment tank 120 and the wastewater discharging tank 180 as shown in FIG. 2, or a horizontal The water level control pipe 160 is connected to the water level control unit 100 so that the water level control unit 121 is connected to the wastewater treatment unit 100 through an upward level control pipe 170, .

그리고, 도 1 에서와 같이 폐수처리본체(100) 일측에는, 에어를 정량 정압으로 투입하여 주는 에어정량정압투입장치(510); 및 전방처리조(110)와 후방처리조(120)에서 인출한 폐수에 상기 에어정량정압투입장치(510)에서 공급되는 에어를 믹싱하여 전방처리조(110)의 폐수유입부(200)로 공급하는 미세기포발생 가압펌프(520);를 구비하고 있다.As shown in FIG. 1, an air quantity constant pressure injection device 510 for injecting air with a constant amount of pressure is provided at one side of the wastewater treatment main body 100; And air supplied from the air quantitative static pressure applying unit 510 to the wastewater drawn out from the front treatment tank 110 and the rear treatment tank 120 and supplied to the wastewater inflow portion 200 of the front treatment tank 110 And a micro bubble generation pressurization pump (520).

상기 미세기포발생 가압펌프(520)는 전방처리조(110)와 후방처리조(120)에서 인출한 폐수에 상기 에어정량정압투입장치(510)에서 공급되는 에어를 혼합 믹싱하여 미세기포들이 다량 발생된 상태의 폐수를 전방처리조(110)의 폐수유입부(200)로 유입되는 폐수 속에 혼합시켜 주는 것으로서, 폐수의 처리 효율을 높여준다.The micro-bubble generating pressurizing pump 520 mixes and mixes the air supplied from the air-quantity constant-pressure injector 510 into the waste water withdrawn from the front treatment tank 110 and the rear treatment tank 120, Is mixed into the wastewater flowing into the wastewater inlet (200) of the front treatment tank (110), thereby improving the treatment efficiency of the wastewater.

도면중 미설명 부호 (123)은 후방처리조(120) 내부에서 수직유도판(140)을 탈부착하기 위해 후방처리조(120)의 양쪽 측벽에 구비한 장착용 브라켓이다.Reference numerals 123 denote mounting brackets provided on both side walls of the rear treatment tank 120 for detachably attaching the vertical guide plate 140 in the rear treatment tank 120.

이러한 본 발명은 계절별로 생산 물질에 따라 성질이나 상태에 따라 폐수 처리장치의 내부를 유수분리가 되는 부상방식이나 침전방식으로 손쉽게 전환 시켜 사용할 수 있으므로 폐수를 효과적으로 처리할 수 있다.According to the present invention, the wastewater can be effectively treated because the wastewater treatment device can be easily converted into a floating type or a precipitation type in which the inside of the wastewater treatment device is separated by water depending on the properties and conditions depending on the production material by season.

즉, 본 발명의 폐수처리장치를 부상방식으로 사용하고자 할 경우는 도 2 및 도 3 과 같이 후방처리조(120) 내부의 장착용 브라켓(123)에서 탈착식 수직유도판(140)을 탈거하여 수직유도판이 없는 상태로 사용하면 되며, 이때 후방처리조(120)와 폐수배출조(180) 사이에 승강식 수위조절판(150)이 구비된 타입은 수위조절판(150)을 상승시켜 폐수가 위로 넘치지 않도록 하여야 하고, 도 1a 및 도 3 과 같이 수평 수위조절관(160)(160)이 구비된 타입은 수평 수위조절관(160)을 밸브로 닫아주어야 한다.2 and 3, the detachable vertical guide plate 140 is detached from the mounting bracket 123 inside the rear treatment tank 120 so that the vertical (vertical) In the type in which the elevating water level regulating plate 150 is provided between the rear treatment tank 120 and the waste water discharging tank 180 at this time, the water level regulating plate 150 is raised to prevent the waste water from overflowing As shown in FIGS. 1A and 3, the horizontal water level control pipe 160 and the horizontal water level control pipe 160 are closed by a valve.

그리고, 후방침전부(121)와 폐수처리본체(100) 사이를 연결하는 상향 수위조절관(170)을 열어주어야 한다. The upper level control pipe 170 connecting the rear surface finisher 121 and the wastewater treatment main body 100 should be opened.

여기서 상기 수직유도판(140)은 파상형으로 된 유도판 다수 개를 일정 간격이 유지되게 적층시킨 것으로서, 수류 흐름이 유도판 사이 사이를 통해 이루어지므로 수류에 포함된 슬러지의 침전 효과를 높여준다.Here, the vertical induction plate 140 is formed by laminating a plurality of induction plates in wave form so as to be spaced apart from each other, and the flow of water is made between the induction plates, thereby enhancing the sedimentation effect of the sludge contained in the water stream.

상기의 상태로 가동을 시키면 전방처리조(110)의 하부에 구비된 폐수유입부(200)에서 유입되는 폐수의 흐름은 전방처리조(110)에서 후방처리조(120)로는 수평 이동하고, 후방처리조(120)에서 후방침전부(121)로 하향 이동된 다음 상향 수위조절관(170)을 통해 폐수배출조(180)로 올라가 배출된다.The flow of the wastewater flowing in the wastewater inflow section 200 provided in the lower portion of the front treatment tank 110 is horizontally moved from the front treatment tank 110 to the rear treatment tank 120, Is moved downward from the treatment tank 120 to the rear surface finisher 121 and then is discharged to the waste water discharge tank 180 through the upward level control pipe 170 and is discharged.

즉, 폐수유입부(200)에서 유입된 폐수는 폐수유입부(200)보다 더 높게 위치된 수류분산부의 고정형 다공판(131)을 향하여 자연스럽게 상승되어 고정형 다공판(131)에 의해 고르게 수류 분산이 조절되면서 후방처리조(120)로 흐르게 된다.That is, the wastewater introduced from the wastewater inlet 200 rises naturally toward the stationary perforated plate 131 of the water flow distributing unit positioned higher than the wastewater inlet 200, and is uniformly dispersed by the stationary perforated plate 131 And then flows to the rear treatment tank 120 while being adjusted.

이와 같이 분산 조절된 수류가 전방처리조(110)와 후방처리조(120)를 통과하는 동안 물보다 가벼운 물질은 후방처리조(120) 상부로 원활하게 부상된다. 따라서, 정회전되는 부상슬러지 수집기(300)는 부상된 물질을 좌측으로 빼내어 수집하거나 유수 분리를 하게 되며, 부상 물질이 제거된 폐수는 후방침전부(121)로 하강된 후 상향 수위조절관(170)을 통해 폐수배출조(180)로 올라가는 것으로서, 이러한 부상방식으로 전환시켜 사용할 경우 물질의 부상 효율이 좋은 것이다.While the water flow thus controlled passes through the front treatment tank 110 and the rear treatment tank 120, the lightweight material is smoothly floated above the rear treatment tank 120. Accordingly, the floating sludge collector 300 which is rotating in the forward direction draws the floated material to the left side and collects or performs water separation, and the wastewater from which the floating material is removed is lowered to the rear needle bar front portion 121, To the waste water discharge tank 180. When the waste water is converted into such a floating method, the floating efficiency of the material is good.

그리고, 본 발명의 폐수처리장치를 침전방식으로 사용하고자 할 경우는 도 4a 와 같이 후방처리조(120) 내부의 장착용 브라켓(123)에 탈착식 수직유도판(140)을 장착하고, 후방처리조(120)와 폐수배출조(180) 사이의 수위조절판(150)을 하강시켜서 후방처리조(120)의 폐수가 수위조절판(150)을 넘어 폐수배출조(180)로 공급되게 하면 된다.4A, the detachable vertical guide plate 140 is mounted on the mounting bracket 123 inside the rear treatment tank 120, and the detachable vertical guide plate 140 is mounted on the mounting bracket 123, The water level regulating plate 150 between the water level control valve 120 and the waste water discharge tank 180 may be lowered so that the waste water in the rear treatment tank 120 is supplied to the waste water discharge tank 180 through the water level regulating plate 150.

또한 도 5 와 같이 수평 수위조절관(160)(160)이 구비된 타입은 수평 수위조절관(160)의 밸브를 열어 후방처리조(120)의 폐수가 폐수배출조(180)로 공급되게 하고, 후방침전부(121)와 폐수처리본체(100) 사이를 연결하는 상향 수위조절관(170)은 닫아주어야 한다.5, when the horizontal water level control pipes 160 and 160 are provided, the valve of the horizontal water level control pipe 160 is opened to supply waste water from the post-treatment tank 120 to the waste water discharge tank 180 The upper level control pipe 170 connecting between the rear surface finish 121 and the wastewater treatment main body 100 should be closed.

그리고, 도 4a 및 도 5 와 같이 수류분산부의 고정형 다공판(131)으로부터 승강형 다공판(132)을 상승시켜서 고르게 분산 조절된 폐수들이 후방처리조(120) 내부에 설치된 수직유도판(140)를 향하여 고르게 분산 공급되게 한다.4A and FIG. 5, the vertically oriented plate 140 is installed inside the rear treatment tank 120 with the wastewater uniformly dispersed and controlled by raising the lifting type perforated plate 132 from the fixed-end perforated plate 131 of the water- To be distributed evenly.

이러한 상태로 가동을 시키면 폐수유입부(200)에서 유입된 폐수는 폐수유입부(200)보다 더 높게 위치된 수류분산부를 향하여 자연스럽게 상승되어 고정형 다공판(131)과 승강형 다공판(132)에 의해 고르게 수류가 분산되면서 수직유도판(140)으로 공급된다.The wastewater flowing in the wastewater inflow portion 200 is naturally raised toward the water flow dispersing portion positioned higher than the wastewater inflow portion 200 and flows into the fixed type porous plate 131 and the lift type porous plate 132 And is supplied to the vertical guide plate 140 while being uniformly dispersed.

이때, 상향 수위조절관(170)은 막혀 있는 상태이고, 그 보다 높은 위치의 수위조절판(150)이나 수평 수위조절관(160)(160)을 통해 폐수가 수평 이동되어 폐수배출조(180)로 공급되므로 후방처리조(120)의 폐수는 상부에 비해 하부의 흐름이 별로 없는 상태이라고 할 수 있으며, 이에 의해 후방처리조(120) 보다 아래에 놓인 후방침전부(121)에서는 무거운 슬러지들의 침전이 양호하게 이루어진다.At this time, the upward water level control pipe 170 is closed and the waste water is horizontally moved through the water level control plate 150 and the horizontal water level control pipes 160 (160) The wastewater of the rear treatment tank 120 may be in a state where there is not much flow of the lower part of the waste water in the rear treatment tank 120. This makes it possible to prevent precipitation of heavy sludge in the rear treatment unit 121, .

이러한 본 발명은 도 3 에서와 같이 후방처리조(120)와 폐수배출조(180)의 사이 및 전방처리조(110)의 내부 전방에 부상슬러지집하통(190)을 각각 구비하고 있다. 따라서 폐수처리본체(100) 상면에 설치된 부상슬러지 수집기(300)를 상황에 따라 좌우 양방향으로 회전시켜서 위로 부상되는 슬러지를 좌우 양방향으로 제거할 수 있다.As shown in FIG. 3, the present invention is provided with a floating sludge collecting cylinder 190 between the rear treatment tank 120 and the waste water discharge tank 180 and in front of the inside of the front treatment tank 110, respectively. Accordingly, the floatation sludge collector 300 installed on the upper surface of the wastewater treatment main body 100 can be rotated in both the right and left directions depending on the situation, so that the sludge floated upward can be removed in both left and right directions.

그리고, 폐수유입부(200)로 에어를 공급하는 에어탱크(400)를 전방처리조(110) 전면에 구비하였으며, 이는 유입되는 폐수량에 따라 정량 정압의 에어를 공급하여 폐수 속에 미세기포들이 더욱 양호하게 발생 되게 한다.An air tank 400 for supplying air to the wastewater inflow portion 200 is provided on the front surface of the front treatment tank 110. This supplies air with a constant positive pressure according to the amount of wastewater flowing into the wastewater, .

더 상세히 설명하면 본 발명은 도 1 과 도 1b 및 도 6 에서와 같이 폐수유입부(200)의 이면에 다수의 통로가 지그재그로 구비되어 수류가 분산되어 전방처리조(110)로 유입되게 하는 수류분산통로(210)가 형성되어 있다. 그리고 에어탱크(400)에는 상기 수류분산통로(210) 마다 에어를 분산 공급하는 다수의 에어공급관(410)을 구비한 구조로 되어 있다.1, 1B, and 6, a plurality of passages are provided in a zigzag manner on the back surface of the wastewater inlet 200 so that the water is dispersed into the forward treatment tank 110, A dispersion passage 210 is formed. The air tank 400 is provided with a plurality of air supply pipes 410 for dispersing and supplying air for each of the water distribution passages 210.

이러한 본 발명은 폐수유입부(200)에서 유입되는 폐수가 다수의 통로가 지그재그로 구분된 수류분산통로(210)를 분산되어 통과할 때 각각의 에어공급관(410)을 통해 에어탱크(400)에서 공급되는 에어가 폐수 속에 혼합되면서 다량의 미세기포들이 더 증대된 상태로 전방처리조(110)로 공급되는 것이므로 폐수 속의 미세기포 들은 호기성 미생물들의 번식을 증대시켜주면서 폐수의 정수 효과를 높여주게 된다.In the present invention, when the wastewater flowing in the wastewater inflow portion 200 is dispersed in the zigzag water distribution passages 210, the wastewater flows into the air tank 400 through the respective air supply pipes 410 Since the supplied air is mixed into the wastewater, a large amount of microbubbles are supplied to the front treatment tank 110 in a state of being increased. Therefore, the microbubbles in the wastewater increase the growth of aerobic microorganisms and enhance the purification effect of the wastewater.

도 7a 내지 도 7c 는 본 발명에서 소, 중, 대의 용량을 갖는 전방처리조를 교체 설치한 상태를 보인 개략도이다.7A to 7C are schematic views showing a state in which a front treatment tank having capacities of small, medium, and large is replaced in the present invention.

이에 도시된 바와 같이 본 발명은 폐수처리본체(100)의 전방처리조(110)와 후방처리조(120)는 후렌지와 같은 연결부(112)(122)에 의해 서로 탈부착할 수 있도록 하고, 상기 전방처리조(110)는 소, 중, 대의 서로 다른 용량을 갖는 다수 개로 형성하면 필요에 따라 전방처리조(110)의 용량을 다르게 교체하여 설치할 수 있다.The front treatment tank 110 and the rear treatment tank 120 of the wastewater treatment main body 100 can be detachably attached to each other by connecting portions 112 and 122 such as a flange, If the treatment tank 110 is formed of a plurality of small capacity, small capacity, and large capacity, the capacity of the front treatment tank 110 may be changed and replaced if necessary.

이와 같이 형성하면 계절별 상황 및 유입되는 폐수의 수량에 따라 전방처리조(110)를 알맞는 용량의 것으로 변경 가능한 것이며, 전방처리조(110)의 용량에 따라 그 내부에 설치되는 수류분산부를 1개 또는 복수로 설치할 수 있으므로 유입되는 폐수 수량에 따라 최적의 처리 효율을 발휘할 수 있다.
According to the above-described configuration, the forward treatment tank 110 can be changed to a suitable capacity depending on seasonal conditions and the quantity of the wastewater flowing into the water treatment tank 110. In accordance with the capacity of the front treatment tank 110, It is possible to achieve optimum treatment efficiency depending on the amount of wastewater flowing in.

100 : 폐수처리본체 110 : 전방처리조
120 : 후방처리조 123 : 장착용 브라켓
131 : 고정형 다공판 132 : 승강형 다공판
140 : 수직유도판 150 : 수위조절판
160 : 수평 수위조절관 170 : 상향 수위조절관
180 : 폐수배출조 190 : 부상슬러지집하통
200 : 폐수유입부 210 : 수류분산통로
300 : 부상슬러지 수집기 400 : 에어탱크
510 : 에어정량정압투입장치 520 : 미세기포발생 가압펌프
100: wastewater treatment body 110: forward treatment tank
120: rear treatment tank 123: mounting bracket
131: Fixed type perforated plate 132: Lifting type perforated plate
140: vertical guide plate 150: level plate
160: Horizontal level control tube 170: Upward level control tube
180: waste water discharging tank 190: floatation sludge collecting tank
200: Wastewater inflow section 210: Water distribution channel
300: floating sludge collector 400: air tank
510: air quantity constant pressure input device 520: micro bubble generation pressure pump

Claims (5)

폐수처리장치를 구성함에 있어서,
폐수유입부(200)와 전방침전부(111)가 구비된 전방처리조(110)와, 후방침전부(121)가 구비된 후방처리조(120)의 다중 구조로 이루어진 폐수처리본체(100);
전방처리조(110)와 후방처리조(120)의 상부에 1개 또는 복수로 설치되며, 고정형 다공판(131)만이 설치되거나 승강형 다공판(132)이 함께 구비되어 수류량과 방향을 분산 조절하는 수류분산부;
후방처리조(120) 내에서 탈착 가능하게 설치되는 수직유도판(140);
전방처리조(110)와 후방처리조(120) 사이에 걸쳐지도록 폐수처리본체(100) 상부에 탈착식으로 설치되며, 정회전과 역회전에 따라 슬러지를 양 방향으로 수집하는 부상슬러지 수집기(300);
후방처리조(120)와의 사이에는 밸브로 개폐되는 수평 수위조절관(160)이 구비되고, 후방침전부(121)와의 사이에는 밸브로 개폐되는 상향 수위조절관(170)이 구비되어 후방처리조(120)의 폐수가 유입되는 폐수배출조(180);로 이루어져 폐수의 상태에 따라 부상방식이나 침전방식으로 전환 사용이 가능하고,
후방처리조(120)와 폐수배출조(180)의 사이 및 전방처리조(110)의 내부 전방에 부상슬러지집하통(190)을 각각 구비하여 상황에 따라 부상 슬러지의 양방향 집하가 가능하며,
폐수유입부(200)는 내부가 다수의 수류분산통로(210)로 구분되고, 상기 수류분산통로(210) 마다 에어가 분산 공급되도록 에어탱크(400)에 구비된 다수의 에어공급관(410)을 각각 연결하여
유입 폐수에 미세기포 발생이 증대되게 한 것을 특징으로 하는 부상조와 침전조의 방식 전환 및 용량 변경이 가능한 다중구조의 수직유도판형 폐수 처리장치.
In constructing the waste water treatment apparatus,
A wastewater treatment main body 100 having a multiple structure including a front treatment tank 110 having a wastewater inlet portion 200 and a front needlepoint front portion 111 and a rear treatment tank 120 having a rear needlepoint portion 121, ;
One or a plurality of fixed type perforated plates 131 are provided or an elevated type perforated plate 132 is provided at the upper part of the front treatment tank 110 and the rear treatment tank 120 to disperse the amount of water flow and direction A water flow distributor for regulating the water flow;
A vertical guide plate 140 detachably installed in the rear treatment tank 120;
A floating sludge collector 300 detachably installed on the wastewater treatment main body 100 so as to extend between the front treatment tank 110 and the rear treatment tank 120 and collecting the sludge in both directions according to forward rotation and reverse rotation, ;
A horizontal level control pipe 160 is provided between the rear treatment tank 120 and the rear level control pipe 120. An upward level control pipe 170 is provided between the rear level control pipe 121 and the rear level control pipe 121, And a wastewater discharging tank 180 into which the wastewater of the waste water tank 120 flows. According to the state of the wastewater,
The floating sludge collecting cylinder 190 is provided between the rear treatment tank 120 and the waste water discharge tank 180 and in front of the inside of the front treatment tank 110 so that the floating sludge can be collected in both directions,
The wastewater inflow portion 200 is divided into a plurality of water flow distribution passages 210 and a plurality of air supply pipes 410 provided in the air tank 400 for distributing and supplying air to the water flow distribution passages 210 Each connected
Wherein the micro-bubbles are generated in the inflow wastewater, wherein the micro-bubbles are increased in the inflow wastewater.
제 1 항에 있어서,
폐수처리본체(100)에는,
에어를 정량 정압으로 투입하여 주는 에어정량정압투입장치(510)와,
전방처리조(110) 및 후방처리조(120)에서 인출한 폐수에 상기 에어정량정압투입장치(510)에서 공급되는 에어를 믹싱하여 전방처리조(110)의 폐수유입부(200)로 공급하는 미세기포발생 가압펌프(520);
를 구비한 것을 특징으로 하는 부상조와 침전조의 방식 전환 및 용량 변경이 가능한 다중구조의 수직유도판형 폐수 처리장치.
The method according to claim 1,
In the wastewater treatment main body 100,
A constant air injection device 510 for injecting air at a constant static pressure,
The air supplied from the air quantitative static pressure applying unit 510 is mixed with the wastewater drawn out from the front treatment tank 110 and the rear treatment tank 120 and supplied to the wastewater inflow portion 200 of the front treatment tank 110 A micro bubble generation pressurization pump 520;
Wherein the flotation tank and the settling tank can be changed in mode and capacity can be changed.
삭제delete 삭제delete 제 1 항에 있어서,
폐수처리본체(100)의 전방처리조(110)와 후방처리조(120)는 후렌지와 같은 연결부(112)(122)에 의해 서로 탈부착할 수 있도록 하고,
상기 전방처리조(110)는 소, 중, 대의 서로 다른 용량을 갖는 다수 개로 형성하여
계절별 상황에 따라 알맞는 용량의 전방처리조로 교체 설치할 수 있도록 한 것을 특징으로 하는 부상조와 침전조의 방식 전환 및 용량 변경이 가능한 다중구조의 수직유도판형 폐수 처리장치.
The method according to claim 1,
The front treatment tank 110 and the rear treatment tank 120 of the wastewater treatment main body 100 can be detachably attached to each other by connecting portions 112 and 122 such as a flange,
The front treatment tank 110 is formed of a plurality of small capacity units of different capacities
A vertical structure plate type wastewater treatment device capable of changing the mode of the floating tank and the settling tank and changing the capacity thereof.
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CN116655078B (en) * 2023-07-31 2023-09-26 山东中治环境工程设备有限公司 Flue gas desulfurization wastewater processor and use method thereof
KR20250068217A (en) 2023-11-09 2025-05-16 주식회사 라미나알앤디 Pressurized floating tank for wastewater treatment
CN118684311A (en) * 2024-07-18 2024-09-24 江西理工大学 A method and device for treating flotation collector wastewater based on multi-electrode low-temperature plasma surface discharge

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