KR101020484B1 - Removable sewage disposal apparatus of container type - Google Patents

Removable sewage disposal apparatus of container type Download PDF

Info

Publication number
KR101020484B1
KR101020484B1 KR1020100085060A KR20100085060A KR101020484B1 KR 101020484 B1 KR101020484 B1 KR 101020484B1 KR 1020100085060 A KR1020100085060 A KR 1020100085060A KR 20100085060 A KR20100085060 A KR 20100085060A KR 101020484 B1 KR101020484 B1 KR 101020484B1
Authority
KR
South Korea
Prior art keywords
tank
sewage
aeration
discharge
sedimentation
Prior art date
Application number
KR1020100085060A
Other languages
Korean (ko)
Inventor
민병관
Original Assignee
주식회사 한성이엔텍
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 한성이엔텍 filed Critical 주식회사 한성이엔텍
Priority to KR1020100085060A priority Critical patent/KR101020484B1/en
Application granted granted Critical
Publication of KR101020484B1 publication Critical patent/KR101020484B1/en

Links

Images

Classifications

    • 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
    • C02F3/1205—Particular type of activated sludge processes
    • C02F3/121—Multistep treatment
    • 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
    • C02F3/06—Aerobic processes using submerged filters
    • 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
    • C02F3/10—Packings; Fillings; Grids
    • C02F3/105—Characterized by the chemical composition
    • C02F3/108—Immobilising gels, polymers or the like
    • 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
    • C02F3/1205—Particular type of activated sludge processes
    • C02F3/1215—Combinations of activated sludge treatment with precipitation, flocculation, coagulation and separation of phosphates
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00—Apparatus for treatment of water, waste water or sewage
    • C02F2201/002—Construction details of the apparatus
    • C02F2201/005—Valves
    • 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

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Water Supply & Treatment (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Microbiology (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Activated Sludge Processes (AREA)

Abstract

PURPOSE: A container type movable sewage disposal apparatus is provided to suppress the generation of waste by being easily installed and moved to a target place. CONSTITUTION: A container type movable sewage disposal apparatus is composed of a water collecting tank(100) and a sewage disposal box(200). The sewage disposal box is composed of a mixing bath(110), a precipitation separating bath(120), a first flow adjusting bath(130), and a discharging bath. Collected sewage is mixed in the mixing bath. The sewage through the mixing bath is precipitation-separated in the precipitation separating bath. The sewage disposal box is composed of a second flow adjusting bath(210), a plurality of aeration baths(220), a precipitation discharging bath(230), a mechanic room(240), and a container(250). The second flow adjusting bath constantly divides sewage. The precipitation discharging bath discharges purified water to the outside.

Description

컨테이너형 이동식 하수처리장치{REMOVABLE SEWAGE DISPOSAL APPARATUS OF CONTAINER TYPE}Container Type Sewage Treatment Equipment {REMOVABLE SEWAGE DISPOSAL APPARATUS OF CONTAINER TYPE}

본 발명은 하수처리장치에 관한 것으로서, 보다 구체적으로는 공사 가설현장, 군 훈련장, 해수욕장과 같은 특정 장소에서 단기간 동안만 사용되는 하수처리 시설을 재사용 가능한 이동식 형태로 구성하여 하수처리시설의 신설에 따른 비용을 감소시키고 폐기물 발생을 억제할 수 있는 컨테이너형 이동식 하수처리장치에 관한 것이다.
The present invention relates to a sewage treatment apparatus, and more particularly, to construct a sewage treatment facility used only for a short time in a specific place such as a construction temporary site, a military training site, a beach, etc. The present invention relates to a container type portable sewage treatment apparatus capable of reducing costs and suppressing waste generation.

일반적으로 생활하수, 공장 오폐수, 음식물 쓰레기의 침출수, 가축분뇨와 같은 오폐수는 하천의 주된 오염원이며, 이러한 오폐수를 하수처리장까지 이송시켜 정화 처리한 다음 해당 하천으로 방류하고 있는 한편, 공사 가설현장, 군 훈련장, 해수욕장 등의 장소에서는 일시적으로 하수처리시설을 운영하여 하수를 정화처리하고 있다.
In general, wastewater such as domestic sewage, factory wastewater, food waste leachate, and livestock manure are the main pollutants in rivers, and these wastewaters are transferred to sewage treatment plants for purification and discharged to the corresponding streams. In places such as training sites and beaches, sewage treatment facilities are temporarily operated to purify sewage.

그런데 상기와 같은 장소에 구비되는 하수처리시설의 경우 현재까지는 지하에 매립되는 고정식 형태를 취하고 있어 재활용이 불가능하며 짧게는 1~2개월, 길게는 3~5년 사용 후 가건물 철거 시에 이와 함께 폐기처리 하기 때문에, 막대한 경제적 손실을 초래하고 있음과 아울러 폐기물을 대량으로 발생시켜 환경오염을 부추기고 있는 문제점이 있다.
However, the sewage treatment facilities provided in the above places have a fixed form that is buried underground so far, so it is not possible to recycle them, and it is discarded together when demolishing the building after 1 ~ 2 months and 3 ~ 5 years of use. Because of the treatment, there is a problem that causes enormous economic loss and also generates a large amount of waste to encourage environmental pollution.

본 발명은 상기한 종래 기술의 문제점을 해결하기 위해 안출된 것으로서, 임시 가건물이 위치되는 장소에서 단기간 동안 사용되는 하수처리시설을 재사용 가능한 이동식 형태로 구성하여 이의 신설에 따른 비용을 절감시키고 폐기물 발생을 억제시킬 수 있는 컨테이너형 이동식 하수처리장치를 제공하는데 그 목적이 있다.
The present invention has been made to solve the above problems of the prior art, by constructing a sewage treatment facility used for a short time in the place where temporary temporary buildings are located in a reusable portable form to reduce the cost of the new construction and waste generation It is an object of the present invention to provide a container type portable sewage treatment apparatus that can be suppressed.

상기 목적을 달성하기 위하여, 본 발명은, 하수가 발생되는 현장에 배치되어 하수를 수집하고, 그 집수된 하수를 혼합하기 위한 혼합조와, 상기 혼합조를 거쳐 이송된 하수를 침전분리하기 위한 침전분리조와, 상기 침전분리조를 거쳐 분리된 하수가 일정하게 이송되도록하는 제1 유량조정조와, 상기 제1 유량조정조의 하수를 이송하기 위한 하수배출부를 구비한 집수탱크와; 상기 집수탱크로부터 이송된 하수를 일정하게 분배공급하는 제2 유량조정조와, 상기 제2 유량조정조로부터 하수를 순차적으로 공급받아 폭기시키고 미생물 증식을 위한 합성수지여재가 충진된 복수개의 폭기조와, 상기 폭기조를 거쳐 정화된 하수를 침전분리하여 상등수를 외부로 배출하기 위한 침전방류조와, 상기 제2 유량조정조 및 폭기조로의 공기공급과 폭기조 및 침전방류조 내의 슬러지 배출을 제어하기 위한 기계실을 1개의 컨테이너에 구비하는 하수처리박스;로 구성되는 것을 특징으로 한다.
In order to achieve the above object, the present invention is disposed in the site where the sewage is generated to collect the sewage, the mixing tank for mixing the collected sewage, and sedimentation separation for sedimentation of sewage transferred through the mixing tank A collecting tank having a tank, a first flow rate adjusting tank for constantly transporting the sewage separated through the sedimentation separation tank, and a sewage discharge portion for transferring the sewage of the first flow rate adjusting tank; A second flow rate adjustment tank for uniformly distributing and supplying the sewage transferred from the collection tank, a plurality of aeration tanks in which a sewage is sequentially supplied from the second flow rate adjustment tank and filled with a synthetic resin media for microbial growth, and the aeration tank A sedimentation discharge tank for sedimenting and separating the purified sewage to discharge the supernatant to the outside, and a machine room for controlling the air supply to the second flow control tank and the aeration tank, and the sludge discharge in the aeration tank and the sedimentation discharge tank in one container. To sewage treatment box; characterized in that consisting of.

여기서 상기 기계실에는 공기공급 및 슬러지 배출을 제어하기 위한 콘트롤판넬과 상기 콘트롤판넬에 의해 제어되는 브로워가 구비되며, 상기 콘트롤판넬은 하수 유입이 적은 시간대에 브로워에 연설되는 배관에 설치된 전자밸브를 제어 작동시켜 폭기조에서 발생되어 합성수지여재 외부에 부착되는 슬러지를 자동 탈리하는 것을 특징으로 한다.
Here, the machine room is provided with a control panel for controlling the air supply and sludge discharge and a blower controlled by the control panel, the control panel controls the solenoid valve installed in the pipe to be delivered to the blower during the time of low inflow of sewage It is characterized in that the sludge is generated in the aeration tank and attached to the outside of the synthetic resin media automatically.

또한 복수개의 상기 폭기조는 그 중앙부에 브로워와 연결되는 폭기관을 통해 하수를 중앙폭기시켜 합성수지여재 사이로 순환시키고 공기를 공급하여 미생물을 번식시켜 하수를 정화하는 한편, 상기 하수처리박스의 폭기조 및 침전방류조 하부에는 축적된 슬러지를 외부로 배출하기 위한 배출라인이 설치되고, 그 배출라인에는 자동 또는 수동으로 개폐가능한 배출밸브가 설치되는 것을 특징으로 한다.
In addition, a plurality of the aeration tank circulates the sewage through the aeration pipe connected to the blower in the central portion and circulates between the synthetic resin media and supply air to breed microorganisms to purify the sewage, while the aeration tank and sediment discharge of the sewage treatment box A discharge line for discharging the accumulated sludge to the outside is installed in the lower part of the tank, the discharge line is characterized in that the discharge valve which can be opened or closed automatically or manually.

추가로 상기 기계실은 칸막이패널에 의해 밀폐된 공간으로 배치되고, 제2 유량조정조, 폭기조 및 침전방류조와 컨테이너 사이의 공간에는 동파방지부재가 충전되는 것을 특징으로 한다.In addition, the machine room is arranged in a space enclosed by the partition panel, characterized in that the freeze protection member is filled in the space between the second flow control tank, aeration tank and sedimentation discharge tank and the container.

상술된 바와 같이, 본 발명에 따른 컨테이너형 이동식 하수처리장치는 임시 가건물이 위치되는 장소에 하수를 집수 및 1차 정화하기 위한 집수탱크와, 집수탱크를 거쳐 이송된 하수를 2차 정화하고 이동 및 재사용 가능한 하수처리박스로 이루어져, 필요한 장소에 손쉽게 설치하여 일정기간 사용 후 다음 장소로 운반하여 재활용할 수 있음에 따라 비용 절감과 폐기물 발생 억제 효과를 도모할 수 있다.
As described above, the container type portable sewage treatment apparatus according to the present invention includes a collecting tank for collecting and primary purification of sewage at a place where temporary temporary buildings are located, and secondly purifying and moving sewage transferred through the collecting tank. It consists of a reusable sewage treatment box, which can be easily installed in the required place, can be transported to the next place for reuse after a certain period of time, thereby reducing costs and suppressing waste generation.

또한 복수개의 하수처리박스가 적층 가능한 이유로 협소한 장소에서도 대량의 하수처리를 가능하게 함으로써 공간 활용도를 향상시킬 수 있다.
In addition, it is possible to improve the space utilization by allowing a large amount of sewage treatment even in a narrow place because a plurality of sewage treatment boxes can be stacked.

도 1은 본 발명에 따른 컨테이너형 이동식 하수처리장치를 도시한 측면도.
도 2는 본 발명에 따른 컨테이너형 이동식 하수처리장치를 도시한 저면도.1 is a side view showing a container-type mobile sewage treatment apparatus according to the present invention.
Figure 2 is a bottom view showing a container type portable sewage treatment apparatus according to the present invention.

이하, 도면을 참조로 하여 본 발명에 따른 컨테이너형 이동식 하수처리장치를 설명하기로 한다.
Hereinafter, a container type portable sewage treatment apparatus according to the present invention will be described with reference to the drawings.

도 1 및 도 2는 각각 본 발명에 따른 컨테이너형 이동식 하수처리장치를 도시한 측면도 및 저면도이다.1 and 2 are a side view and a bottom view respectively showing a container type portable sewage treatment apparatus according to the present invention.

본 발명에 따른 컨테이너형 이동식 하수처리장치는 기본적으로 하수가 발생되는 현장에 매설되거나 지상에 배치되어 하수를 집수하는 집수탱크(100)와, 지상에 배치되어 집수탱크(100)를 거쳐 운반된 하수를 정화 처리할 수 있고 이동이 가능한 하수처리박스(200)로 구성된다.
Container-type mobile sewage treatment apparatus according to the present invention is basically a sewage tank 100 is disposed on the site where the sewage is generated or disposed on the ground to collect the sewage, and sewage is disposed on the ground and carried through the collection tank 100 It consists of a sewage treatment box 200 that can purify and move.

상기 집수탱크(100)는 하수를 집수하여 공기공급을 통해 이를 혼합하기 위한 혼합조(110)와, 혼합조(110)를 거쳐 이송된 하수를 침전분리하기 위한 침전분리조(120)와, 침전분리조(120)를 거쳐 분리된 하수가 이송되고 그 하수를 일정유량으로 유지하기 위한 제1 유량조정조(130)와, 제1 유량조정조(130)의 하수를 하수처리박스로 이송하기 위한 하수배출부(140)를 구비한다.
The collection tank 100 is a sewage tank for collecting sewage and mixing it through an air supply, sedimentation tank 120 for sedimentation and sedimentation of sewage transferred through the mixing tank 110, and sedimentation The sewage separated through the separation tank 120 is transported, and the sewage discharge for transferring the sewage of the first flow rate adjustment tank 130 and the first flow rate adjustment tank 130 to the sewage treatment box to maintain the sewage at a constant flow rate. The unit 140 is provided.

여기서 상기 혼합조(110)로부터 제1 유량조정조(130)까지로의 하수 이송은 H관을 통해 이루어지게 되고, 침전분리조(120)에 침전된 슬러지는 주기적으로 외부로 반출시켜 처리하게 된다.
Here, the sewage transfer from the mixing tank 110 to the first flow adjusting tank 130 is made through the H pipe, and the sludge precipitated in the precipitation separation tank 120 is periodically carried out to the outside for treatment.

참고로 상기 하수배출부(140)는 제1 유량조정조(130) 하부에 설치되는 펌프와, 제1 유량조정조(130) 내 수위를 감지하기 위한 수위감지기와, 일정수위를 유지하도록 수위감지기의 신호에 따라 자동으로 개폐되는 밸브 등을 포함하여 하수처리박스(200)의 제2 유량조정조(210)로 유량을 일정하게 이송하도록 하게된다.
For reference, the sewage discharge unit 140 is a pump installed under the first flow adjustment tank 130, a water level sensor for detecting the water level in the first flow adjustment tank 130, and a signal of the water level detector to maintain a constant water level In accordance with the automatic opening and closing according to the flow rate to the second flow rate adjustment tank 210 of the sewage treatment box 200 to be constant.

상기 하수처리박스(200)는 집수탱크(100)의 제1 유량조정조(130)로부터 이송된 하수를 일정하게 복수의 폭기조(220)로 이송시켜주는 제2 유량조정조(210)와 제2 유량조정조(210)로부터 하수를 일정하게 공급받아 폭기시키고 미생물 증식을 위한 야쿠르트병과 같은 합성수지여재가 충전된 복수개의 폭기조(220)와, 폭기조(220)를 거쳐 정화된 하수를 침전분리하여 정화된 하수를 외부로 배출하기 위한 침전방류조(230)와, 제2 유량조정조(210) 및 폭기조(220)로의 공기공급과 폭기조(220) 및 침전방류조(230) 내의 슬러지 배출을 제어하기 위한 기계실(240)을 1개의 컨테이너(250)에 구비한 구조를 갖는다.
The sewage treatment box 200 has a second flow rate adjustment tank 210 and the second flow rate adjustment tank for constantly transporting the sewage transferred from the first flow rate adjustment tank 130 of the collection tank 100 to a plurality of aeration tank 220 Receives a constant supply of sewage from (210) aeration and a plurality of aeration tank 220 filled with a synthetic resin filter medium, such as a Yakult bottle for the growth of microorganisms, and sewage purified by sewage purified through the aeration tank 220 outside the purified sewage Machine room 240 for controlling the air supply and the sludge discharge in the aeration tank 220 and the sedimentation discharge tank 230 to the sedimentation discharge tank 230, the second flow control tank 210 and the aeration tank 220 for discharge to the It has a structure provided in one container 250.

이러한 하수처리박스(200)에서의 하수이송은 집수탱크(100)와 마찬가지로 제2 유량조정조(210), 폭기조(220) 및 침전방류조(230) 사이에 설치되는 H관를 통해 월류되는 방식에 따르며, 복수개의 폭기조(220)를 거쳐 침전방류조(230)로 이송되고 정화된 하수의 슬러지는 침전시켜 깨끗한 상등수를 외부로 배출하게 된다.
The sewage transport in the sewage treatment box 200 is in accordance with the manner of overflowing through the H pipe installed between the second flow control tank 210, the aeration tank 220 and the sedimentation discharge tank 230, similar to the collection tank 100, The sludge of the purified sewage is transferred to the sedimentation discharge tank 230 through a plurality of aeration tanks 220 and precipitates to discharge clean upper water to the outside.

상기 폭기조(220)는 그 내부에 야쿠르트 용기와 같은 다수개의 합성수지여재를 충진하고 있어 이에 미생물이 부착 증식되도록 하여 자정작용에 의해 하수의 정화가 이루어지도록 함과 더불어, 중앙부에 브로워(242)와 연결되는 폭기관(221)을 설치하여 중앙폭기방식으로 상하부의 하수를 충진된 합성수지여재 사이로 고루 순환시켜 미생물과 접촉시키고 공기를 공급시켜 하수 정화의 효율성을 향상시키게 된다.The aeration tank 220 is filled with a plurality of synthetic resin media such as a yakult container therein to allow microorganisms to attach and multiply therethrough to purify the sewage by a self-cleaning action, and connected with a blower 242 at the center. The aeration pipe 221 is installed to circulate evenly between the upper and lower sewage between the filled synthetic resin medium by the central aeration method to contact microorganisms and supply air to improve the efficiency of sewage purification.

한편으로 상기 기계실(240)에는 집수탱크(100) 및 하수처리박스(200)로 공기를 공급하고 본 발명에 따른 하수처리장치를 제어하고 유지시키는 콘트롤판넬(241)과 콘트롤판넬(241)에 의해 제어되는 브로워(242)가 구비되어 있어, 1개의 브로워(242)를 통해 집수탱크(100)의 혼합조(110) 및 제1 유량조정조(130)와 하수처리박스(200)의 제2 유량조정조(210) 및 복수개의 폭기조(220)에 동시에 공기를 공급할 수 있으며, 참고로 컨테이너(250)의 도어(251)측에 기계실(240)이 배치되어 있어 작업자가 콘트롤판넬(241)를 통해 기계실(240)을 운전하는데 무리가 따르지 않도록 구성 하였다.
On the other hand, the machine room 240 by the control panel 241 and the control panel 241 for supplying air to the collection tank 100 and the sewage treatment box 200 to control and maintain the sewage treatment apparatus according to the present invention The controlled blower 242 is provided, and the mixing tank 110 and the first flow rate adjusting tank 130 of the collection tank 100 and the second flow rate adjusting tank of the sewage treatment box 200 through one blower 242. Air can be simultaneously supplied to the 210 and the plurality of aeration tanks 220. For reference, the machine room 240 is disposed on the door 251 side of the container 250 so that an operator can control the machine room through the control panel 241. 240) It is configured not to follow the driving force.

여기서 상기 콘트롤판넬(241)는 하수의 부하가 많은 낮 시간대와 부하가 적은 새벽 시간대에 따른 하수량의 변동에 대응하여 폭기조(220)의 폭기시간을 조정하거나 새벽 시간대, 예로써 오전 0시부터 6시까지 폭기조(220) 내 여재에 부착된 슬러지를 브로워(242)와 연설되는 배관에 설치된 전자밸브(244)를 제어하여 자동 탈리하는 기능을 수행하게 된다
Here, the control panel 241 adjusts the aeration time of the aeration tank 220 in response to the fluctuation of the amount of sewage according to the daytime time zone with a heavy load of sewage and the morning time zone with a low load, or from dawn time zone, for example, from 0 am to 6 am. The sludge attached to the media in the aeration tank 220 controls the solenoid valve 244 installed in the pipe to be blown with the blower 242 to perform a function of automatically detaching.

또한 상기 하수처리박스(200)의 폭기조(220) 및 침전방류조(230) 하부에는 그 내부에 축적된 슬러지를 외부로 배출하기 위해 고압호스 배관과 커플링을 포함하는 배출라인(260)이 설치되고 그 배출라인(260)에는 자동 또는 수동으로 개폐가능한 배출밸브(261)가 설치되어 있는 구조를 가짐에 따라 하수처리박스(200) 내부의 슬러지 반출작업을 용이하게 수행할 수 있는데, 배출밸브(261)의 경우 컨테이너(250) 하부 측방향으로 내장되어 있으며 작업자가 이를 직접적으로 개폐하거나 콘트롤판넬(241)에서 개폐 여부를 제어할 수 있게 된다.
In addition, a discharge line 260 is installed at the lower portion of the aeration tank 220 and the sediment discharge tank 230 of the sewage treatment box 200 to discharge the sludge accumulated therein to the outside. As the discharge line 260 has a structure in which a discharge valve 261 that can be opened and closed automatically or manually is installed, the sludge discharge operation in the sewage treatment box 200 can be easily performed. In the case of 261, the container 250 is embedded in the lower side and the operator can directly open or close the container 250 or control the opening and closing in the control panel 241.

또한 상기 하수처리박스(200)의 제2 유량조정조(210), 폭기조(220) 및 침전방류조(230) 각각의 상부와 컨테이너(250) 상부에 내외측이 연통되도록 개폐가능한 덮개(270)를 설치하여 그 하수처리박스(200)의 유지보수를 가능하게 하는 한편, 기계실(240)이 보강리브를 통해 추가로 지지되는 칸막이패널(243)에 의해 형성된 밀폐공간에 배치되도록 한 상태에서, 제2 유량조정조(210), 폭기조(220) 및 침전방류조(230)와 컨테이너(250) 사이의 공간에 우레탄과 같은 동파방지부재(280)를 충전하여 동절기에도 하수처리박스(200) 내부의 수분이 동결되는 현상을 방지할 수 있다.In addition, the cover 270 that can be opened and closed so that the inside and the outside of the second flow rate adjustment tank 210, the aeration tank 220 and the sedimentation discharge tank 230 of the sewage treatment box 200 and the container 250 is in communication with each other. While installing and enabling maintenance of the sewage treatment box 200, while the machine room 240 is arranged in a sealed space formed by the partition panel 243 which is additionally supported through the reinforcing ribs, the second Filling the space between the flow rate adjustment tank 210, the aeration tank 220 and the sedimentation discharge tank 230 and the container 250, the freeze protection member 280, such as urethane, the moisture inside the sewage treatment box 200 even in winter Freezing can be prevented.

Claims (5)

삭제delete 하수가 발생되는 현장에 배치되어 하수를 수집하고, 그 집수된 하수를 혼합하기 위한 혼합조(110)와, 상기 혼합조(110)를 거쳐 이송된 하수를 침전분리하기 위한 침전분리조(120)와, 상기 침전분리조(120)를 거쳐 분리된 하수가 일정하게 이송되도록하는 제1 유량조정조(130)와, 상기 제1 유량조정조(130)의 하수를 이송하기 위한 하수배출부(140)를 구비한 집수탱크(100)와;
상기 집수탱크(100)로부터 이송된 하수를 일정하게 분배공급하는 제2 유량조정조(210)와, 상기 제2 유량조정조(210)로부터 하수를 순차적으로 공급받아 폭기시키고 미생물 증식을 위한 합성수지여재가 충진된 복수개의 폭기조(220)와, 상기 폭기조(220)를 거쳐 정화된 하수를 침전분리하여 상등수를 외부로 배출하기 위한 침전방류조(230)와, 상기 제2 유량조정조(210) 및 폭기조(220)로의 공기공급과 폭기조(220) 및 침전방류조(230) 내의 슬러지 배출을 제어하기 위한 기계실(240)을 1개의 컨테이너(250)에 구비하는 하수처리박스(200);로 구성되되,
상기 기계실(240)에는 공기공급 및 슬러지 배출을 제어하기 위한 콘트롤판넬(241)과 상기 콘트롤판넬(241)에 의해 제어되는 브로워(242)가 구비되며, 상기 콘트롤판넬(241)은 하수 유입이 적은 시간대에 브로워(242)에 연설되는 배관에 설치된 전자밸브(244)를 제어 작동시켜 폭기조(220)에서 발생되어 합성수지여재 외부에 부착되는 슬러지를 자동 탈리하는 것을 특징으로 하는 컨테이너형 이동식 하수처리장치.The sewage separation tank 120 is disposed on the site where the sewage is generated to collect the sewage, the mixing tank 110 for mixing the collected sewage, and sedimentation tank 120 for sedimentation of the sewage transferred through the mixing tank 110 And, the sewage separated through the sedimentation tank 120, the first flow rate adjustment tank 130 to be constantly transported, and the sewage discharge unit 140 for transporting the sewage of the first flow rate adjustment tank 130 A collecting tank 100 provided;
A second flow rate adjustment tank 210 for uniformly distributing and supplying the sewage transferred from the collection tank 100, and the aeration received by sequentially receiving the sewage from the second flow rate adjustment tank 210 and filled with a synthetic resin medium for microbial growth A plurality of aeration tanks 220, a sedimentation discharge tank 230 for discharging the purified water sewage through the aeration tank 220 to discharge the supernatant to the outside, the second flow rate adjustment tank 210 and the aeration tank 220 It consists of; a sewage treatment box 200 having a machine room 240 in one container 250 to control the air supply to the aeration tank 220 and the sludge discharge in the sedimentation discharge tank 230;
The machine room 240 is provided with a control panel 241 for controlling air supply and sludge discharge and a blower 242 controlled by the control panel 241, the control panel 241 is less sewage inflow Container-type mobile sewage treatment apparatus characterized in that the automatic operation of the solenoid valve 244 installed in the pipe to be addressed to the blower 242 in the time zone to detach the sludge generated in the aeration tank 220 attached to the outside of the synthetic resin medium. 청구항 2에 있어서,
복수개의 상기 폭기조(220)는 그 중앙부에 브로워(242)와 연결되는 폭기관(221)을 통해 하수를 중앙폭기시켜 합성수지여재 사이로 순환시키고 공기를 공급하여 미생물을 번식시켜 하수를 정화하는 것을 특징으로 하는 컨테이너형 이동식 하수처리장치.The method according to claim 2,
The plurality of aeration tank 220 is characterized in that the central aeration of the sewage through the aeration pipe 221 connected to the blower 242 in the central portion circulated between the synthetic resin media and supply air to breed microorganisms to purify the sewage Container type portable sewage treatment device. 청구항 2에 있어서,
상기 하수처리박스(200)의 폭기조(220) 및 침전방류조(230) 하부에는 축적된 슬러지를 외부로 배출하기 위한 배출라인(260)이 설치되고, 그 배출라인(260)에는 자동 또는 수동으로 개폐가능한 배출밸브(261)가 설치되는 것을 특징으로 하는 컨테이너형 이동식 하수처리장치.The method according to claim 2,
A discharge line 260 for discharging the accumulated sludge to the outside is installed in the aeration tank 220 and the sedimentation discharge tank 230 of the sewage treatment box 200, the discharge line 260 is automatically or manually Container type portable sewage treatment apparatus, characterized in that the opening and closing the discharge valve (261) is installed. 청구항 2에 있어서,
상기 기계실(240)은 칸막이패널(243)에 의해 밀폐된 공간으로 배치되고, 제2 유량조정조(210), 폭기조(220) 및 침전방류조(230)와 컨테이너(250) 사이의 공간에는 동파방지부재(280)가 충전되는 것을 특징으로 하는 컨테이너형 이동식 하수처리장치.The method according to claim 2,
The machine room 240 is arranged in a space enclosed by the partition panel 243, the second flow rate adjustment tank 210, the aeration tank 220 and the sedimentation discharge tank 230 and the space between the container 250 to prevent freezing Container type portable sewage treatment apparatus, characterized in that the filling member (280).
KR1020100085060A 2010-08-31 2010-08-31 Removable sewage disposal apparatus of container type KR101020484B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020100085060A KR101020484B1 (en) 2010-08-31 2010-08-31 Removable sewage disposal apparatus of container type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020100085060A KR101020484B1 (en) 2010-08-31 2010-08-31 Removable sewage disposal apparatus of container type

Publications (1)

Publication Number Publication Date
KR101020484B1 true KR101020484B1 (en) 2011-03-09

Family

ID=43938581

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020100085060A KR101020484B1 (en) 2010-08-31 2010-08-31 Removable sewage disposal apparatus of container type

Country Status (1)

Country Link
KR (1) KR101020484B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101758155B1 (en) * 2017-01-12 2017-07-17 주식회사 신라엔텍 Automation non-point pollution reduction facility using vortex prevention and filtration back-wash box
CN113236910A (en) * 2021-06-07 2021-08-10 厦门嘉戎技术股份有限公司 Pump body mounting structure of container type sewage treatment equipment

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010035262A (en) * 2001-01-30 2001-05-07 김종주 Waste water disposal plant having sheet filter in FRP
KR200337564Y1 (en) * 2003-09-02 2004-01-07 강경범 High intergated Biological Nutrient Removal System

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010035262A (en) * 2001-01-30 2001-05-07 김종주 Waste water disposal plant having sheet filter in FRP
KR200337564Y1 (en) * 2003-09-02 2004-01-07 강경범 High intergated Biological Nutrient Removal System

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101758155B1 (en) * 2017-01-12 2017-07-17 주식회사 신라엔텍 Automation non-point pollution reduction facility using vortex prevention and filtration back-wash box
CN113236910A (en) * 2021-06-07 2021-08-10 厦门嘉戎技术股份有限公司 Pump body mounting structure of container type sewage treatment equipment

Similar Documents

Publication Publication Date Title
EP2716607B1 (en) Hybrid artificial wetland water purification system, sewage treatment device using same, and natural nonpoint purification device capable of simultaneously purifying river and lake water
US8372274B2 (en) Wastewater treatment system and method
KR101106779B1 (en) Natural nonpoint pollution source purification equipment purifying brook simultaneously and natural nonpoint pollution source purification method
KR100897258B1 (en) Draining unit for purifying the non-point pollution source in rainwater
KR101127474B1 (en) Natural nonpoint pollution source purification equipment purifying reservoir simultaneously and natural nonpoint pollution source purification method
WO2009134402A2 (en) Septage treatment system and method of treating septage
KR20110018758A (en) Early rain separating apparatus
US20090277830A1 (en) Septage treatment system and method of treating septage
US7553410B1 (en) Septage treatment system
CN108069569A (en) Combined removable bed clarifier
KR101020484B1 (en) Removable sewage disposal apparatus of container type
KR101608043B1 (en) The aequipmenr of reducing non-point pollution material in rainwater
JP2001262654A (en) Drainage treatment system
KR101865618B1 (en) First Flush Rainwater Treatment Apparatus of Block Module Type
US20200325050A1 (en) Method and Device for Biological Waste Water Purification
RU2404141C2 (en) Water treatment station for biological treatment of domestic waste water and biological treatment method
CN202482168U (en) Integrated type sewage purification system
US9969641B2 (en) Sludge drying beds
KR0158099B1 (en) Method and system for sewage treatment from a thickly populated area in city and reuse of treatment water
KR20230143335A (en) Multi-layered sewage treatment equipment with variable equalization tank, and sewage treatment method using the same
CN106219886B (en) A kind of comprehensive water treatment facilities and processing method
RU86488U1 (en) WATER TREATMENT STATION OF BIOLOGICAL CLEANING OF HOUSEHOLD WASTE WATER
CN102515443A (en) Integrated sewage purification system
CN111606525A (en) Transfer stabilization treatment system and method for excrement
Woodall et al. Little Utility with a Big Vision: Wastewater Problems to Water Supply Solutions at the Us Coast Guard's Tracen Petaluma

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
LAPS Lapse due to unpaid annual fee