KR20170004060U - Improved water pump discharge port device - Google Patents

Improved water pump discharge port device Download PDF

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KR20170004060U
KR20170004060U KR2020160002792U KR20160002792U KR20170004060U KR 20170004060 U KR20170004060 U KR 20170004060U KR 2020160002792 U KR2020160002792 U KR 2020160002792U KR 20160002792 U KR20160002792 U KR 20160002792U KR 20170004060 U KR20170004060 U KR 20170004060U
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water
air
pump
tank
treated water
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KR2020160002792U
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KR200485972Y1 (en
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장상기
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용진환경주식회사
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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
    • C02F9/00—Multistage treatment of water, waste water or sewage
    • 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
    • C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00—Treatment of sludge; Devices therefor
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/02—Aerobic processes
    • C02F3/12—Activated sludge processes
    • C02F3/1236—Particular type of activated sludge installations
    • C02F3/1242—Small compact installations for use in homes, apartment blocks, hotels or the like
    • C02F3/1247—Small compact installations for use in homes, apartment blocks, hotels or the like comprising circular tanks with elements, e.g. decanters, aeration basins, in the form of segments, crowns or sectors
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/02—Aerobic processes
    • C02F3/12—Activated sludge processes
    • C02F3/1236—Particular type of activated sludge installations
    • C02F3/1268—Membrane bioreactor systems
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/02—Aerobic processes
    • C02F3/12—Activated sludge processes
    • C02F3/20—Activated sludge processes using diffusers
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
    • F04B—POSITIVE-DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS
    • F04B15/00—Pumps adapted to handle specific fluids, e.g. by selection of specific materials for pumps or pump parts
    • F04B15/02—Pumps adapted to handle specific fluids, e.g. by selection of specific materials for pumps or pump parts the fluids being viscous or non-homogeneous
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
    • F04B—POSITIVE-DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS
    • F04B53/00—Component parts, details or accessories not provided for in, or of interest apart from, groups F04B1/00 - F04B23/00 or F04B39/00 - F04B47/00
    • F04B53/06—Venting
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2260/00—Function
    • F05B2260/30—Retaining components in desired mutual position
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2280/00—Materials; Properties thereof
    • F05B2280/10—Inorganic materials, e.g. metals
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/10—Biological treatment of water, waste water, or sewage

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

본 고안은 수중 펌프내 토출부 개선장치에 관한 것이다.
본 고안에 따르면, 하수처리장의 반응조를 구성하는 배출공정에서 디켄터펌프의 동작으로 처리수가 토출구 상부에 구비된 처리수배출관을 통해 처리수조로 배출시, 포기공정후 잔류하고 있는 에어와 함께 처리수가 디켄터펌프의 케이스에 체결된 에어배출챔버 내부로 유입되면 처리수의 수압에 의해 에어배출챔버 내주면의 부상차단볼이, 상방으로 서서히 부상하게 됨에 따라 에어가 에어배출공을 통해 외부, 즉 반응조 내부로 신속하게 배출되고, 처리수에 의해 계속적으로 상승하는 부상차단볼에 의해 에어배출공이 차단되어 처리수는 배출되지 않게 됨에 따라 처리수와 함께 유입되는 에어에 의해 디켄터펌프의 효율이 떨어지지 않고 동작되어 처리수를 원활하게 처리할 수 있는 효과가 제공된다.The present invention relates to an improvement device for a discharge portion in an underwater pump.
According to the present invention, when the process water is discharged to the treatment water tank through the process water discharge pipe provided at the upper portion of the discharge port by the operation of the decanter pump in the discharge process constituting the reaction tank of the sewage treatment plant, When the water flows into the air discharge chamber connected to the case of the pump, the floatation blocking balls on the inner circumferential surface of the air discharge chamber slowly float upward due to the water pressure of the treatment water, And the air discharge hole is blocked by the floatation blocking balls continuously rising by the treatment water so that the treated water is not discharged and the efficiency of the decanter pump is not lowered by the air introduced together with the treated water, Can be smoothly processed.

Figure P2020160002792
Figure P2020160002792

Description

수중 펌프내 토출부 개선장치{Improved water pump discharge port device} Technical Field [0001] The present invention relates to an improved water pump discharge port device,

본 고안은 수중 펌프내 토출부 개선장치에 관한 것으로, 상세하게는 반응조의 배출공정에서 디켄터펌프의 동작으로 처리수가 토출구 상부에 구비된 처리수배출관을 통해 처리수조로 배출시, 포기공정후 잔류하고 있는 에어가 처리수와 함께 디켄터펌프 내부로 유입되는 에어를 반응조로 신속하게 배출시킬 수 있도록 구성한 것이다.More particularly, the present invention relates to an apparatus for improving a discharge portion in an underwater pump, and more particularly, to an apparatus for improving the discharge portion in an underwater pump. More particularly, in the discharge process of a submersible pump, when the process water is discharged through a process water discharge pipe provided above the discharge port, And the air that is introduced into the decanter pump together with the treated water can be quickly discharged to the reaction tank.

일반적으로 가정이나 사업자 등에서 발생하는 잡배수나 분뇨 등의 하수는 하천의 생태계 보전 및 수자원 보전을 위해 하수처리장에서 물리적 또는 생물학적 방법으로 정화한 다음 하천 등으로 방류하게 된다.Generally, sewage such as municipal water or manure generated in homes or businesses is purified by physical or biological methods at the sewage treatment plant to conserve the ecosystem of the rivers and to conserve water resources, and then discharged to rivers and the like.

이와 같은 하수처리장의 처리공정은 가정 등에서 발생된 하수가 유입펌프장으로 유입되어, 유량조정조로 공급 저장되고, 반응조로 공급되어 침전후 슬러지는 슬러지저류조로 이송되고, 상등수는 처리수조로 공급되어 저장되고, 생물막조, 소독설비 및 유량계를 거쳐 방류된다. The sewage treatment process of the sewage treatment plant is such that the sewage generated in the home is introduced into the inflow pump station, is supplied to the reaction tank, is supplied to the reaction tank, the sludge is transferred to the sludge storage tank, , Biofilm tank, disinfection facility, and flow meter.

이와 같은 하수처리장의 반응조에 대하여 첨부된 도면을 참조로 설명하기로 한다.A reaction tank of such a sewage treatment plant will be described with reference to the accompanying drawings.

도 1은 일반적인 하수처리장의 하수처리공정을 전체적으로 도시한 구성도이고, 도 2는 도 1의 하수처리공정에 대한 반응조의 구성도이고, 도 3은 반응조의 배출공정을 도시한 구성이다.FIG. 1 is a view showing the entire sewage treatment process of a general sewage treatment plant, FIG. 2 is a view showing the construction of a reaction tank for the sewage treatment process of FIG. 1, and FIG.

도 1 내지 도 3에 도시된 바와 같이, 하수처리공정은 가정 등에서 발생된 하수가 유입되는 유입펌프장(100)과; 유입펌프장(100)으로부터 공급받은 하수를 저장하는 유량조정조(200)와; 유량조정조(200)로부터 하수가 공급 유입되는 유입공정(310)과, 산소공급, 유기물산화, 분해, 인의 과잉 섭취 및 제거를 하기 위한 포기공정(320)과, 교반, 포기중지, 슬러지와 처리수를 분리하는 침전공정(330)과, 처리수 및 슬러지를 배출하기 위한 배출공정(340)이 순차적으로 이루어지는 반응조(300)와; 반응조(300)의 배출공정(340)으로부터 공급되는 처리수를 공급받아 저장하는 처리수조(400)와; 처리수조(400)로부터 공급되는 처리수를 필터링하고, 미생물로써 분해하여 걸러내기 위한 생물막조(500)와; 생물막조(500)로부터 공급되는 처리수를 소독 처리하기 위한 소독설비(600)와; 소독설비(600)에서 소독 처리된 처리수를 공급받아 그 양을 계측하기 위한 유량계(700)로 이루어진다.1 to 3, the sewage treatment process includes an inflow pump station 100 into which sewage generated in a home or the like flows; A flow control tank 200 for storing sewage supplied from the inflow pump station 100; An infusion step 310 for supplying and discharging sewage water from the flow rate regulator 200; an aeration step 320 for performing oxygen supply, organic oxidation, decomposition and excessive intake and removal of phosphorus; (330) for separating the treated water and the sludge, and a discharging step (340) for discharging the treated water and the sludge in sequence; A process water tank 400 for receiving and storing the process water supplied from the discharge process 340 of the reaction tank 300; A biofilm tank 500 for filtering the treated water supplied from the treated water tank 400 and decomposing and filtering the treated water as microorganisms; A disinfection apparatus 600 for disinfecting treated water supplied from the biofilm tank 500; And a flow meter 700 for receiving the treated water disinfected in the disinfection facility 600 and measuring the amount thereof.

상기 반응조(300)의 배출공정(340)에는 처리수조(400)로 처리수를 배출하기 위한 디켄터펌프(350)가 장착된다. A decanter pump 350 for discharging treated water to the treatment water tank 400 is installed in the drainage process 340 of the reaction tank 300.

상기 디켄터펌프(350)는 일측에 토출구(352)가 연통되게 구비되고, 토출구(352) 하단에 반응조(300)의 바닥면에 수직으로 장착되는 수직브라켓(354) 상부에 장착되고, 토출구(352) 상부에는 처리수(301)를 처리수조(400)로 배출하기 위한 처리수배출관(356)이 구비된다.The decanter pump 350 is mounted on one side of the vertical bracket 354 which is vertically mounted on the bottom surface of the reaction tank 300 at the lower end of the discharge port 352 and has a discharge port 352 A process water discharge pipe 356 for discharging the process water 301 to the process water tank 400 is provided.

상기 디켄터펌프(350) 하단의 슬러지/처리수 계면(303)의 상부 영역에 침전된 슬러지(302)의 부상을 막기 위한 조류판(360)이 구비되고, 조류판(360)의 하부에는 수직관(362), 연결관(364) 및 에어리프트관(366)이 연통되게 구비되어 슬러지(302)를 슬러지 저류조(380)로 배출시키게 된다.A flow plate 360 for preventing floatation of the sludge 302 precipitated in the upper region of the sludge / process water interface 303 at the lower end of the decanter pump 350 is provided, The connection pipe 364 and the air lift pipe 366 are communicated with each other to discharge the sludge 302 to the sludge storage tank 380.

상기 에어리프트관(366)에는 연통되게 송기관(370)이 연결되고, 송기관(370)에는 에어리프트펌프(372)가 장착된다.The air lift pipe 366 is connected to the air supply pipe 370 and the air supply pipe 372 is connected to the air supply pipe 370.

이와 같이 구성된 종래 하수처리장의 하수처리공정을 개략적으로 설명하기로 한다.The sewage treatment process of the conventional sewage treatment plant constructed as described above will be schematically described.

도 1에서와 같이 각 가정 등에서 발생 되는 하수가 유입펌프장(100)으로 유입되어 유량저장조(200)로 공급 저장된 다음, 유량조정조(200)로부터 반응조(300) 의 유입공정(310)으로 유입되고, 산소공급, 유기물산화, 분해, 인의 과잉 섭취 및 제거를 하기 위한 포기공정(320), 교반, 포기중지, 슬러지와 처리수를 분리하는 침전공정(330) 및 처리수 및 슬러지를 배출하기 위한 배출공정(340)이 순차적으로 진행되어 슬러지는 슬러지 저류조(380)로 별도로 배출되고, 처리수는 디켄터펌프(350)를 통하여 처리수조(400)로 공급된 다음, 생물막조(500)로 공급되어 필터링 및 미생물로써 분해되고, 소독설비(600)로 공급되어 소독처리되며, 유량계(700)로 공급되어 양을 계측하여 배출 처리된다.As shown in FIG. 1, the sewage generated in each of the households is introduced into the inflow pump station 100, is supplied to the flow storage tank 200, then flows into the inflow process 310 of the reaction tank 300 from the flow control tank 200, (330) for separating sludge and treated water, and a discharging process (330) for discharging treated water and sludge, and a discharging process for discharging treated water and sludge And the sludge is discharged separately to the sludge storage tank 380. The treated water is supplied to the treatment water tank 400 through the decanter pump 350 and then supplied to the biofilm tank 500 to be subjected to filtration and / Is disassembled as a microorganism, is supplied to a disinfection facility (600), is disinfected, is supplied to a flow meter (700), and is discharged and processed.

한편, 도 2에서와 같이 반응조(300)의 배출공정(340)에 대한 동작상태를 개략적으로 설명하기로 한다. 2, the operation of the reaction tank 300 in the discharging process 340 will be schematically described.

먼저, 유량저장조(200)로부터 공급되는 하수가 반응조(10)의 유입공정(310)으로 유입되고, 반응조(10) 외부에 설치된 송풍기(미도시)로부터 반응조(10) 내부로 공기가 공급되어 포기공정(320)이 진행되고, 송풍기가 작동을 멈추면 침전공정(330)이 진행되어 처리수(301)와 슬러지(302)가 분리되며, 슬러지(302)는 반응조(300) 내부의 슬러지/처리수 계면(303)까지 침전된다.First, the sewage supplied from the flow rate storage tank 200 flows into the inflow step 310 of the reaction tank 10, air is supplied into the reaction tank 10 from a blower (not shown) provided outside the reaction tank 10, When the process 320 is performed and the blower stops operating, the settling process 330 proceeds to separate the treated water 301 and the sludge 302, and the sludge 302 is sludge / treated in the reaction tank 300 Water interface 303 as shown in Fig.

이때, 조류판(360)의 상부 영역에 침적되는 슬러지(302)를 제거하기 위하여 에어리프트펌프(372)가 동작되면서 송기관(37)을 통해 에어리프트관(366)의 일측으로 공기가 공급되면, 에어리프트관(366) 내에서 기포로 부상하게 된다.When the air lift pump 372 is operated to remove the sludge 302 deposited on the upper portion of the bird's plate 360 and air is supplied to one side of the air lift tube 366 through the air supply pipe 37 , And the air lift tube (366) is floated in air bubbles.

이와 같이 기포가 상승함과 동시에 에어리프트관(366) 내에는 부압이 형성되고, 부압이 형성됨에 따라 조류판(360)의 상부 영역에 침적된 슬러지(302)가 수직관(362) 내로 빨려 들어가게 되고, 수직관(362)을 통해 빨려들어간 슬러지(302)는 연결관(364)과 에어리프트관(366)을 거쳐 반응조(300) 외부의 슬러지 저류조(380)로 배출된다.As the air bubbles rise, a negative pressure is formed in the air lift tube 366. As the negative pressure is formed, the sludge 302 deposited in the upper region of the bird plate 360 is sucked into the vertical tube 362 The sludge 302 sucked through the vertical pipe 362 is discharged to the sludge storage tank 380 outside the reaction tank 300 via the connection pipe 364 and the air lift pipe 366.

결국, 침전공정(330)중 침적된 슬러지(302)는 슬러지 처류조(380)로 이송되어 조류판(360)의 상부에 존재하지 않게 되고, 조류판(360) 상부에 수직브라켓(354)로써 구비된 디켄터펌프(350)가 동작되어, 조류판(360) 상부 영역의 처리수(301)가 디켄터펌프(350) 일측의 토출구(352)에 구비된 처리수배출관(356)을 통하여 처리수조(400)로 공급 처리된다.As a result, the deposited sludge 302 in the sedimentation step 330 is transferred to the sludge holding tank 380 and is not present in the upper part of the bird plate 360, and as a vertical bracket 354 on the bird plate 360 The treated decanter pump 350 is operated so that the treated water 301 in the upper region of the bird's plate 360 flows through the treated water discharge pipe 356 provided in the discharge port 352 of the decanter pump 350, 400).

그러나, 반응조의 배출공정에서 디켄터펌프의 동작으로 처리수가 토출구 상부에 구비된 처리수배출관을 통해 처리수조로 배출시, 디켄트펌프 내부에 포기공정후 잔류하고 있는 에어로 인해 펌프의 토출불량이 발생되어 수처리가 어려워져 반응조의 정상적인 사이클 운전을 할 수 없어, 운영상 어려움이 발생되었다.However, when the process water is discharged to the treated water tank through the treated water discharge pipe provided at the upper portion of the discharge port by the operation of the decanter pump in the discharge process of the reaction tank, the discharge failure of the pump occurs due to the air remaining after the aeration process inside the decanter pump Water treatment became difficult and normal cycle operation of the reaction tank could not be carried out, resulting in operational difficulties.

본 고안은 이와 같은 종래의 문제점을 해결하기 위하여 안출된 것으로, 본 고안의 목적은 반응조의 배출공정에서 디켄터펌프의 동작으로 처리수가 토출구 상부에 구비된 처리수배출관을 통해 처리수조로 배출시, 포기공정후 잔류하고 있는 에어가 처리수와 함께 디켄터펌프 내부로 유입되면 에어를 외부, 즉 반응조로 신속하게 배출시킬 수 있도록 구성한 수중 펌프내 토출부 개선장치를 제공하는 데 있다.It is an object of the present invention to provide an apparatus and a method for disposing a disinfection pump in a disposing process of a reactor, And the air can be quickly discharged to the outside, that is, the reaction tank, when the air remaining after the process flows into the decanter pump together with the treated water.

이와 같은 목적을 달성하기 위한 과제의 해결수단은 유량조정조로부터 하수가 공급 유입되는 유입공정과, 산소공급, 유기물산화, 분해, 인의 과잉 섭취 및 제거를 하기 위한 포기공정과, 교반, 포기중지, 처리수와 슬러지를 분리하는 침전공정과, 디켄터펌프로써 처리수를 처리수조로 배출하고, 슬러지를 슬러지 저류조로 배출하기 위한 배출공정이 순차적으로 이루어지는 반응조에 있어서, 상기 디켄터펌프의 케이스에 관통 형성된 결합 나사공과; 상기 결합 나사공에 체결되는 수나사가 외주면에 형성되고, 에어 및 처리수 유입공이 형성된 조인트볼트와; 상기 조인트볼트의 수나사에 체결되는 암나사가 하부 내주면에 형성되고, 상단에 에어배출공이 형성된 중공의 에어배출챔버와; 상기 에어배출챔버의 내주면에 삽입되어 유입되는 처리수에 의해 수직으로 부상하여 에어배출공을 차단하기 위한 부상차단볼로 구성된 것을 특징으로 한다.Means for solving the problems to achieve the above object is to provide a sewage treatment system for sewage treatment, comprising: an inflow step of supplying and flowing sewage from a flow rate adjusting tank; an aeration step of performing oxygen supply, organic oxidation, decomposition, excessive intake and removal of phosphorus, And a discharging step for discharging the treated water to the treated water tank with the decanter pump and discharging the sludge to the sludge storage tank in sequence, characterized in that the connection screw The lesson; A joint bolt formed on the outer circumferential surface of the male screw fastened to the coupling or hollow and formed with an air and a treatment water inflow hole; A hollow air discharge chamber in which a female screw fastened to a male screw of the joint bolt is formed on a lower inner peripheral surface and an air discharge hole is formed in an upper end; And an inflating blocking ball inserted into the inner circumferential surface of the air discharge chamber to float vertically by the inflowing process water to block the air discharging hole.

본 고안에 따르면, 하수처리장의 반응조를 구성하는 배출공정에서 디켄터펌프의 동작으로 처리수가 토출구 상부에 구비된 처리수배출관을 통해 처리수조로 배출시, 포기공정후 잔류하고 있는 에어와 함께 처리수가 디켄터펌프의 케이스에 체결된 에어배출챔버 내부로 유입되면 처리수의 수압에 의해 에어배출챔버 내주면의 부상차단볼이, 상방으로 서서히 부상하게 됨에 따라 에어가 에어배출공을 통해 외부, 즉 반응조 내부로 신속하게 배출되고, 처리수에 의해 계속적으로 상승하는 부상차단볼에 의해 에어배출공이 차단되어 처리수는 배출되지 않게 됨에 따라 처리수와 함께 유입되는 에어에 의해 디켄터펌프의 효율이 떨어지지 않고 동작되어 처리수를 원활하게 처리할 수 있는 효과가 제공된다.According to the present invention, when the process water is discharged to the treatment water tank through the process water discharge pipe provided at the upper portion of the discharge port by the operation of the decanter pump in the discharge process constituting the reaction tank of the sewage treatment plant, When the water flows into the air discharge chamber connected to the case of the pump, the floatation blocking balls on the inner circumferential surface of the air discharge chamber slowly float upward due to the water pressure of the treatment water, And the air discharge hole is blocked by the floatation blocking balls continuously rising by the treatment water so that the treated water is not discharged and the efficiency of the decanter pump is not lowered by the air introduced together with the treated water, Can be smoothly processed.

도 1은 종래 하수처리장의 하수처리공정을 전체적으로 도시한 구성도.
도 2는 도 1의 하수처리공정에 대한 반응조의 구성도.
도 3은 종래 반응조의 배출공정을 도시한 구성도.
도 4은 본 고안에 따른 하수처리장의 하수처리공정을 전체적으로 도시한 구성도.
도 5는 본 고안에 따른 하수처리공정의 반응조에 대한 구성도.
도 6은 본 고안에 따른 반응조의 배출공정을 도시한 구성도로서, 수중 펌프내 토출부 개선장치가 장착된 상태도.
도 7은 본 고안에 따른 수중 펌프내 토출부 개선장치의 단면 구성도.
도 8은 본 고안에 따른 수중 펌프내 토출부 개선장치의 동작상태도.Brief Description of the Drawings Fig. 1 is a general view showing a sewage treatment process of a conventional sewage treatment plant.
FIG. 2 is a view showing the construction of a reaction tank for the wastewater treatment process of FIG. 1; FIG.
3 is a view showing a discharge process of a conventional reaction tank.
4 is a schematic view showing the entire sewage treatment process of the sewage treatment plant according to the present invention.
FIG. 5 is a block diagram of a reaction tank of the sewage treatment process according to the present invention. FIG.
FIG. 6 is a view showing the discharging process of the reaction tank according to the present invention, and FIG. 6 is a state in which a discharging portion improving device in an underwater pump is mounted.
Fig. 7 is a cross-sectional view of a discharge portion improving device in an underwater pump according to the present invention; Fig.
8 is an operational state view of the discharge portion improving device in an underwater pump according to the present invention.

이하, 첨부된 도면을 참조하여 본 고안의 실시예를 설명하면 다음과 같다.Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

첨부된 도 4은 본 고안에 따른 하수처리장의 하수처리공정을 전체적으로 도시한 구성도이고, 도 5는 본 고안에 따른 하수처리공정의 반응조에 대한 구성도이며, 도 6은 본 고안에 따른 반응조의 배출공정을 도시한 구성도로서, 수중 펌프내 토출부 개선장치가 장착된 상태도이고, 도 7은 본 고안에 따른 수중 펌프내 토출부 개선장치의 단면 구성도이다.FIG. 4 is a schematic view showing the entire sewage treatment process of the sewage treatment plant according to the present invention, FIG. 5 is a structural view of the reaction tank of the sewage treatment process according to the present invention, and FIG. FIG. 7 is a cross-sectional view of a submerged pump discharge portion improving device according to the present invention. FIG.

도 4 및 도 5에 도시된 바와 같이, 본 고안에 따른 하수처리장의 하수처리공정은 가정 등에서 발생된 하수가 유입되는 유입펌프장(10)과; 유입펌프장(10)으로부터 공급받은 하수를 저장하는 유량조정조(20)와; 유량조정조(20)로부터 하수가 공급 유입되는 유입공정(32)과, 산소공급, 유기물산화, 분해, 인의 과잉 섭취 및 제거를 하기 위한 포기공정(34)과, 교반, 포기중지, 슬러지와 처리수를 분리하는 침전공정(36)과, 처리수 및 슬러지를 배출하기 위한 배출공정(38)이 순차적으로 이루어지는 반응조(30)와; 반응조(30)의 배출공정(36)으로부터 공급되는 처리수를 공급받아 저장하는 처리수조(40)와; 처리수조(40)로부터 공급되는 처리수를 필터링하고, 미생물로써 분해하여 걸러내기 위한 생물막조(50)와; 생물막조(50)로부터 공급되는 처리수를 소독 처리하기 위한 소독설비(60)와; 소독설비(60)에서 소독 처리된 처리수를 공급받아 그 양을 계측하기 위한 유량계(70)로 이루어진다.As shown in FIGS. 4 and 5, the sewage treatment process of the sewage treatment plant according to the present invention includes: an inflow pump station 10 into which sewage generated in a home or the like flows; A flow rate adjusting tank 20 for storing sewage supplied from the inflow pump station 10; An inflow step 32 in which sewage is supplied from the flow rate adjusting tank 20; an aeration step 34 for performing oxygen supply, organic oxidation, decomposition, excessive intake and removal of phosphorus; And a discharging step (38) for discharging the treated water and the sludge are sequentially performed; A process bath 40 for receiving and storing the process water supplied from the discharge process 36 of the reaction tank 30; A biofilm tank (50) for filtering the treated water supplied from the treated water tank (40) and decomposing and filtering the treated water as microorganisms; A disinfection facility (60) for disinfecting the treated water supplied from the biofilm tank (50); And a flow meter 70 for receiving the disinfection treated water in the disinfection facility 60 and measuring the amount thereof.

상기 반응조(30)의 배출공정(38)에는 처리수조(40)로 처리수를 배출하기 위한 디켄터펌프(80)가 장착된다. A decanter pump 80 for discharging the treated water to the treatment water tank 40 is installed in the discharge step 38 of the reaction tank 30.

상기 디켄터펌프(80)는 일측에 토출구(81)가 연통되게 구비되고, 토출구(81) 하단에 반응조(30)의 바닥면에 수직으로 장착되는 수직브라켓(82) 상부에 장착되고, 토출구(81) 상부에는 처리수(1)를 처리수조(40)로 배출하기 위한 처리수배출관(83)이 구비된다.The decanter pump 80 is provided at one side thereof with a discharge port 81 communicating with the discharge port 81. The decanter pump 80 is mounted on a vertical bracket 82 vertically mounted on the bottom surface of the reaction tank 30 at the lower end of the discharge port 81, A process water discharge pipe 83 for discharging the process water 1 to the process water tank 40 is provided.

상기 디켄터펌프(80) 하단의 슬러지/처리수 계면(3)의 상부 영역에 침전된 슬러지(2)의 부상을 막기 위한 조류판(84)이 구비되고, 조류판(84)의 하부에는 수직관(85), 연결관(86) 및 에어리프트관(87)이 연통되게 연결되어 슬러지(2)를 슬러지 저류조(39)로 배출시키게 된다.A flow plate 84 for preventing floating of the sludge 2 precipitated in the upper region of the sludge / treatment water interface 3 at the lower end of the decanter pump 80 is provided, The connection pipe 86 and the air lift pipe 87 are connected to communicate with each other to discharge the sludge 2 to the sludge storage tank 39.

상기 에어리프트관(87)에는 연통되게 송기관(88)이 연결되고, 송기관(88)에는 에어리프트펌프(89)가 장착된다.An air lift pipe 87 is connected to the air lift pipe 87 and an air lift pump 89 is mounted to the air supply pipe 88.

한편, 도 6 및 도 7에 도시된 바와 같이 본 고안에 따른 수중 펌프내 토출부 개선장치는, 디켄터펌프(80)의 케이스(80a)에 관통 형성된 결합 나사공(90)과; 결합 나사공(90)에 분리 가능하게 체결되는 수나사(92a)가 외주면에 형성되고, 에어 및 처리수 유입공(92b)이 형성된 조인트볼트(92)와; 조인트볼트(92)의 수나사(92a)에 체결되는 암나사(94a)가 하부 내주면에 형성되고, 상단에 에어배출공(94b)이 형성된 중공의 에어배출챔버(94)와; 에어배출챔버(94)의 내주면에 삽입되어 유입되는 처리수(1)에 의해 수직으로 부상하여 에어배출공(94b)을 차단하기 위한 부상차단볼(96)로 이루어진다.6 and 7, the discharge port remover in the submersible pump according to the present invention includes: a coupling or bore 90 formed through a case 80a of a decanter pump 80; A joint bolt 92 formed on the outer circumferential surface of the screw 92a to be detachably coupled to the joint or bore 90 and formed with an air and treatment water inflow hole 92b; A hollow air discharge chamber 94 in which a female screw 94a fastened to the male screw 92a of the joint bolt 92 is formed on the lower inner peripheral surface and an air discharge hole 94b is formed in the upper end; And a floating blocking ball 96 for blocking the air discharging hole 94b by being floated vertically by the process water 1 inserted into the inner circumferential surface of the air discharge chamber 94. [

이때, 부상차단볼(96)은 처리수(1)에 의해 부상 가능한 알루미늄 등의 금속재질로 이루어지고, 에어배출챔버(94)는 부상차단볼(96)의 부상이 자유롭도록 내주면이 부상차단볼(96) 외경보다 크게 형성되고, 에어배출공(94b)은 부상차단볼(96)에 의해 차단될 수 있도록 형성된다. At this time, the floatation blocking ball 96 is made of a metal material such as aluminum that can be floated by the treatment water 1, and the air discharge chamber 94 has an inner circumferential surface, The air discharge hole 94b is formed to be larger than the outer diameter of the air discharge hole 96,

이와 같이 구성된 본 고안에 따른 하수처리장의 하수처리공정을 개략적으로 설명하기로 한다.The sewage treatment process of the sewage treatment plant according to the present invention will be schematically described below.

도 4 및 도 5에서와 같이, 각 가정 등에서 발생되는 하수가 유입펌프장(10)으로 유입되어 유량저장조(20)로 공급 저장된 다음, 유량조정조(20)로부터 반응조(10)의 유입공정(32)으로 유입되어, 산소공급, 유기물산화, 분해, 인의 과잉 섭취 및 제거를 하기 위한 포기공정(34), 교반, 포기중지, 슬러지와 처리수를 분리하는 침전공정(36) 및 처리수 및 슬러지를 배출하기 위한 배출공정(38)이 순차적으로 진행되어 슬러지는 슬러지 저류조(39)로 별도로 배출되고, 처리수는 디켄터펌프(80)를 통하여 처리수조(40)로 공급된 다음, 생물막조(50)로 공급되어 필터링 및 미생물로써 분해되고, 소독설비(60)로 공급되어 소독처리되며, 유량계(70)로 공급되어 양을 계측하여 배출 처리된다.4 and 5, the wastewater generated in each household is introduced into the inflow pump station 10 and is supplied to the flow rate storage tank 20 and then supplied from the flow rate adjustment tank 20 to the inflow stage 32 of the reaction tank 10, (34) for performing oxygen supply, organic oxidation, decomposition, excessive intake and removal of phosphorus, a stirring step, a stopping step, a precipitation step (36) for separating sludge and treated water, and a step for discharging treated water and sludge And the sludge is discharged separately to the sludge storage tank 39. The treated water is supplied to the treatment water tank 40 through the decanter pump 80 and then supplied to the biofilm tank 50 And is supplied to the disinfection facility 60 for disinfection treatment and is supplied to the flow meter 70 for measuring the amount thereof and discharged.

한편, 도 6에서와 같이 반응조(30)의 배출공정(38)에 대한 동작상태를 개략적으로 설명하기로 한다. 6, the operation of the reaction tank 30 in the discharging process 38 will be schematically described.

먼저, 하수가 유량저장조(20)로부터 반응조(10)의 유입공정(32)으로 유입되고, 반응조(10) 외부에 설치된 송풍기(미도시)로부터 반응조(10) 내부로 공기가 공급되어 포기공정(34)이 진행되며, 송풍기가 작동을 멈추면 침전공정(36)이 진행되어 처리수(1)와 슬러지(2)가 분리되고, 슬러지(2)는 반응조(30) 내부의 슬러지/처리수 계면(3)까지 침전된다.First, the sewage flows into the inflow step 32 of the reaction tank 10 from the flow rate storage tank 20, air is supplied into the reaction tank 10 from a blower (not shown) provided outside the reaction tank 10, And the sludge 2 is separated from the sludge / treatment water interface 34 in the reaction tank 30 by the sedimentation process 36, (3).

이때, 조류판(84)의 상부 영역에 침적되는 슬러지(2)를 제거하기 위하여 에어리프트펌프(89)가 동작되면서 송기관(37)을 통해 에어리프트관(87)의 일측으로 공기가 공급되면, 에어리프트관(87) 내에서 기포로 부상하게 된다.At this time, when air is supplied to one side of the air lift tube 87 through the air supply pipe 37 while the air lift pump 89 is operated to remove the sludge 2 deposited on the upper region of the bird plate 84 , And the air lift tube (87) is floated in air bubbles.

이와 같이 기포가 상승함과 동시에 에어리프트관(87) 내에는 부압이 형성되고, 부압이 형성됨에 따라 조류판(84)의 상부 영역에 침적된 슬러지(2)가 수직관(85) 내로 빨려들어가게 되고, 수직관(85)을 통해 빨려들어간 슬러지(2)는 연결관(86)과 에어리프트관(87)을 거쳐 반응조(30) 외부의 슬러지 저류조(39)로 배출된다.As the air bubbles rise, a negative pressure is formed in the air lift tube 87. As the negative pressure is formed, the sludge 2 deposited in the upper region of the bird plate 84 is sucked into the vertical tube 85 The sludge 2 sucked through the vertical pipe 85 is discharged to the sludge storage tank 39 outside the reaction tank 30 via the connection pipe 86 and the air lift pipe 87.

결국, 침전공정(36)중 침적된 슬러지(2)는 슬러지 처류조(39)로 이송되어 조류판(84)의 상부에 존재하지 않게 되고, 조류판(84) 상부에 스직브라켓(82)로써 구비된 디켄터펌프(80)가 동작되어, 조류판(84) 상부 영역의 처리수(1)가 디켄터펌프(80) 일측의 토출구(81)에 구비된 처리수배출관(83)을 통하여 처리수조(40)로 공급 처리된다.As a result, the deposited sludge 2 in the sedimentation step 36 is conveyed to the sludge holding tank 39 so that it does not exist in the upper part of the algae plate 84, and as the swirl bracket 82 on the algae plate 84 The treated decanter pump 80 is operated so that the treated water 1 in the upper region of the bird plate 84 flows through the treated water discharge pipe 83 provided in the discharge port 81 on one side of the decanter pump 80 40).

한편, 도 7 및 도 8에서와 같이 반응조(30)의 배출공정(38)에서 디켄터펌프(80)의 동작으로 처리수(1)가 토출구(82) 상부에 구비된 처리수배출관(83)을 통해 처리수조(40)로 배출시, 포기공정(34)후 잔류하고 있는 에어가 처리수(1)와 함께 디켄터펌프(80) 내부로 유입된다.7 and 8, in the discharging process 38 of the reaction tank 30, the treated water 1 is supplied to the treated water discharge pipe 83 provided above the discharge port 82 by the operation of the decanter pump 80 The air remaining after the aeration process 34 flows into the decanter pump 80 together with the treatment water 1. [

그러면, 도 8에서와 같이 디켄터펌프(80)의 케이스(80a)에 형성된 결합 나사공(90)에 외주면의 수나사(92a)로써 체결된 조인트볼트(92)의 에어 및 처리수 유입공(92b)을 통해 처리수(1)와 함께 에어가 유입되면, 조인트볼트(92)의 수나사(92a)에 암나사(92a)로써 체결된 에어배출챔버(94) 내주면에 삽입된 부상차단볼(96)이, 처리수(1)의 수압에 의해 상방으로 서서히 부상하게 되고, 이와 동시에 에어배출챔버(94) 내주면과 부상차단볼(96) 외주면 사이를 통하여 에어가 에어배출챔버(94) 상단의 에어배출공(94b)을 통해 외부, 즉 반응조(30) 내부로 신속하게 배출되고, 처리수에 의해 계속적으로 상승하는 부상차단볼(96)에 의해 에어배출공(94b)이 차단되어 처리수(1)는 더이상 배출되지 않게 된다.8, the air of the joint bolt 92 fastened to the case 80a of the decanter pump 80 by the male screw 92a of the outer circumferential surface and the air of the process water inflow hole 92b of the joint bolt 92, The injured block ball 96 inserted into the inner circumferential surface of the air discharge chamber 94 fastened with the female screw 92a to the male thread 92a of the joint bolt 92 is inserted into the joint bolt 92, At the same time, the air flows between the inner circumferential surface of the air discharge chamber 94 and the outer circumferential surface of the floatation blocking ball 96 by the water pressure of the treatment water 1, The air discharge hole 94b is shut off by the floatation blocking ball 96 which is rapidly discharged to the outside, that is, the inside of the reaction tank 30 via the water discharge holes 94b, 94b, It is not discharged.

이에 따라 처리수(1)와 함께 유입되는 에어에 의해 디켄터펌프(80)의 효율이 떨어지지 않고 동작되어 처리수(1)를 원활하게 처리할 수 있게 된다.Accordingly, the effluent of the decanter pump 80 can be operated without the efficiency of the decanter pump 80 being lowered by the air introduced together with the treated water 1, so that the treated water 1 can be smoothly treated.

이후, 에어배출챔버(94) 내부의 차단수(1)가 조인트볼트(92)의 에어 및 처리수 유입공(92b)을 통해 토출구(82) 상부의 처리수배출관(83)을 통해 처리수조(40)로 배출되면, 부상차단볼(96)이 하강하여 조인트볼트(92)의 에어 및 처리수 유입공(92b) 상단 내주면을 차단하게 된다.The interception water 1 in the air discharge chamber 94 is discharged through the air of the joint bolt 92 and the process water inflow hole 92b through the process water discharge pipe 83 above the discharge port 82 40, the floatation blocking ball 96 is lowered to block the air of the joint bolt 92 and the inner peripheral surface of the upper end of the process water inflow hole 92b.

상기에서는 본 고안에 따른 바람직한 실시한 예를 위주로 설명하였으나, 본 고안의 기술적 사상은 이에 한정되는 것은 아니며 본 고안의 각 구성요소는 동일한 목적 및 효과의 달성을 위하여 본 고안의 기술적 범위 내에서 변경 또는 수정될 수 있을 것이다.Although the preferred embodiments of the present invention have been described above, the technical idea of the present invention is not limited to the technical idea of the present invention, and each constituent element of the present invention may be modified or modified within the technical scope of the present invention .

1 : 처리수 2 : 슬러지
20 : 유량조정조 30 : 반응조
32 : 유입공정 34 : 포기공정
36 : 침전공정 38 : 배출공정
39 : 슬러지 저류조 80 : 디켄터펌프
80a : 케이스 90 : 결합 나사공
92 : 조인트볼트 92a : 수나사
92b : 에어 및 처리수 유입공 94 : 에어배출챔버
94a : 암나사 94b : 에어배출공
96 : 부상차단볼1: treated water 2: sludge
20: Flow regulator 30: Reactor
32: Inlet process 34: Aeration process
36: Precipitation step 38: Discharge step
39: Sludge reservoir 80: Decanter pump
80a: Case 90:
92: Joint bolt 92a: male thread
92b: air and treated water inflow hole 94: air discharge chamber
94a: female thread 94b: air discharge hole
96: Injury blocking ball

Claims (3)

유량조정조(20)로부터 하수가 공급 유입되는 유입공정(32)과, 산소공급, 유기물산화, 분해, 인의 과잉 섭취 및 제거를 하기 위한 포기공정(34)과, 교반, 포기중지, 처리수와 슬러지를 분리하는 침전공정(36)과, 디켄터펌프(80)로써 처리수(1)를 처리수조(40)로 배출하고, 슬러지(2)를 슬러지 저류조(39)로 배출하기 위한 배출공정(38)이 순차적으로 이루어지는 반응조(30)에 있어서,
상기 디켄터펌프(80)의 케이스(80a)에 관통 형성된 결합 나사공(90)과;
상기 결합 나사공(90)에 체결되는 수나사(92a)가 외주면에 형성되고, 에어 및 처리수 유입공(92b)이 형성된 조인트볼트(92)와;
상기 조인트볼트(92)의 수나사(92a)에 체결되는 암나사(94a)가 하부 내주면에 형성되고, 상단에 에어배출공(94b)이 형성된 중공의 에어배출챔버(94)와;
상기 에어배출챔버(94)의 내주면에 삽입되어 유입되는 처리수(1)에 의해 수직으로 부상하여 에어배출공(94b)을 차단하기 위한 부상차단볼(96)로 구성된 것을 특징으로 하는 수중 펌프내 토출부 개선장치.An inflow step 32 in which sewage is supplied from the flow rate adjusting tank 20; an aeration step 34 for performing oxygen supply, organic oxidation, decomposition, excessive intake and removal of phosphorus; A discharging step 38 for discharging the treated water 1 to the treated water tank 40 with the decanter pump 80 and discharging the sludge 2 to the sludge storage tank 39; In the sequential reaction tank 30,
A coupling or bore 90 formed through the case 80a of the decanter pump 80;
A joint bolt 92 formed on an outer circumferential surface of the screw 92a to be engaged with the coupling or bore 90 and formed with an air and treatment water inflow hole 92b;
A hollow air discharge chamber 94 in which a female screw 94a fastened to the male screw 92a of the joint bolt 92 is formed on a lower inner peripheral surface and an air discharge hole 94b is formed at an upper end;
And an inflating blocking ball 96 for blocking the air discharging hole 94b by being floated vertically by the treated water 1 inserted into the inner circumferential surface of the air discharging chamber 94. [ (2). 제1항에 있어서, 상기 에어배출챔버(94)는
상기 부상차단볼(96)의 부상이 자유롭도록 내주면이 부상차단볼(96) 외경보다 크게 형성된 것을 특징으로 하는 수중 펌프내 토출부 개선장치.The air purifying apparatus according to claim 1, wherein the air discharge chamber (94)
Wherein the inner circumferential surface is formed to be larger than the outer diameter of the floating blocking ball (96) so that the floating blocking ball (96) can float freely. 제1항에 있어서, 상기 부상차단볼(96)은 처리수(1)에 의해 부상 가능한 금속재질로 구성된 것을 특징으로 하는 수중 펌프내 토출부 개선장치.2. The apparatus of claim 1, wherein the floating blocking ball (96) is made of a metal material floating by the treatment water (1).
KR2020160002792U 2016-05-23 2016-05-23 Improved water pump discharge port device KR200485972Y1 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010074161A (en) * 2001-04-03 2001-08-04 한우석 Exhaust device of foul drain processing unit for exhausting processed foul drain
KR200417777Y1 (en) * 2006-03-22 2006-06-01 이경호 waste water treatment system using eco mediaEM
KR200441268Y1 (en) * 2007-07-25 2008-08-04 지효근 A vacuum self-priming pump
KR101003916B1 (en) * 2010-04-20 2010-12-30 정기락 Apparatus for discharging supernatant by decanter

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010074161A (en) * 2001-04-03 2001-08-04 한우석 Exhaust device of foul drain processing unit for exhausting processed foul drain
KR200417777Y1 (en) * 2006-03-22 2006-06-01 이경호 waste water treatment system using eco mediaEM
KR200441268Y1 (en) * 2007-07-25 2008-08-04 지효근 A vacuum self-priming pump
KR101003916B1 (en) * 2010-04-20 2010-12-30 정기락 Apparatus for discharging supernatant by decanter

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