KR100878152B1 - A water purifying device using for emergency - Google Patents

A water purifying device using for emergency Download PDF

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KR100878152B1
KR100878152B1 KR1020080098301A KR20080098301A KR100878152B1 KR 100878152 B1 KR100878152 B1 KR 100878152B1 KR 1020080098301 A KR1020080098301 A KR 1020080098301A KR 20080098301 A KR20080098301 A KR 20080098301A KR 100878152 B1 KR100878152 B1 KR 100878152B1
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water
cylindrical body
fixed
water purification
tank
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KR1020080098301A
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Korean (ko)
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권재종
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주식회사 한국종합기술
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D35/00—Filtering devices having features not specifically covered by groups B01D24/00 - B01D33/00, or for applications not specifically covered by groups B01D24/00 - B01D33/00; Auxiliary devices for filtration; Filter housing constructions
    • B01D35/02—Filters adapted for location in special places, e.g. pipe-lines, pumps, stop-cocks
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D35/00—Filtering devices having features not specifically covered by groups B01D24/00 - B01D33/00, or for applications not specifically covered by groups B01D24/00 - B01D33/00; Auxiliary devices for filtration; Filter housing constructions
    • B01D35/30—Filter housing constructions
    • 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
    • C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D2201/00—Details relating to filtering apparatus
    • B01D2201/30—Filter housing constructions
    • B01D2201/301—Details of removable closures, lids, caps, filter heads
    • B01D2201/302—Details of removable closures, lids, caps, filter heads having inlet or outlet ports

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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)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

A complex water purification apparatus for emergency of a potable water purification plant is provided to purify the raw water at a relatively high speed by supplying raw water using a pump, and to obtain an effect of installing a water purification facility for emergency at a small place by performing water purification in multiple steps at one place. A complex water purification apparatus for emergency of a potable water purification plant comprises a raw water supply tank(10), a first filter tank(20), an agitation vane(30), an agitation tank(40), a settling tank(50), a circular filter mesh(60), and a final water storage tank. The raw water supply tank is connected to a pump(12) and primarily stores raw water therein. The first filter tank includes a cylindrical body of which top part is opened, and which has a conical inclined face formed on a bottom part thereof in the downward direction, and a central cylindrical part having a plurality of holes formed in a sidewall thereof. The agitation vane is operably connected to a rotary shaft of an underwater motor of a drive part. The agitation tank includes a cylindrical body of which a top part is opened, and of which an upper inner sidewall extends circumferentially to form a catching projection. The settling tank includes a cylindrical body of which a top part is opened, which has a plurality of overflow holes(52) formed in an upper part thereof, and which is installed within the final water storage tank. The circular filter mesh includes a fine mesh(62) fixed to a circular edge. The final water storage tank includes a rectangular box-shaped body in which the circular filter mesh is installed, and quartz porphyry(73) is stacked at the outer side of the circular filter mesh, and a connecting pipe(72) of which one end is fixed to a lower part of the box-shaped body to drain water through the quartz porphyry.

Description

비상용 상수도 정수장의 복합 정수장치{A water purifying device using for emergency}A water purifying device using for emergency

본 발명은 비상용 상수도 정수장의 복합 정수장치에 관한 것으로서, 더욱 상세하게는 정수장이 멈추었을 때 사용하기 위한 비사용 정수 장치이고, 교반, 침전 여과 등 정수과정이 하나의 장소에서 이루어지는 비상용 상수도 정수장의 복합 정수장치에 관한 것이다.The present invention relates to a complex water purification device of an emergency water treatment plant, and more particularly, a non-use water purification apparatus for use when the water purification plant is stopped, and a complex of an emergency water treatment plant in which a water purification process such as stirring and precipitation filtration is performed in one place. It relates to a water purifier.

상수도 정수는 수질이 좋은 지하수나 용출수는 염소 소독만을 하고 급수하는 경우가 많으나, 하천이나 호소를 수원으로 하는 수도에서는 탁도와 세균류 등의 유해불순물을 정성것 제거하지 않고서는 음료수로서 공급할 수 없다. 이와 같이 물을 정화하는 것을 정수라고 하며, 정수를 하는 장소를 정수장이라 한다.Waterworks are often used for water purification of groundwater or elution with good water quality, but they cannot be supplied as drinking water without qualitative removal of harmful impurities such as turbidity and bacteria in rivers and lakes. Purifying water in this way is called purified water, and the place where the purified water is called a water purification plant.

정수의 방법에는 크게 완속여과법과 급속여과법이 있으며, 원수는 앞서의 어떤 방법으로든 정화의 목적을 달성할 수 있지만, 철 망간 기타 경도를 높이거나 냄새를 나게 하는 물질 등의 특수 성분을 제거하기 위해서는 그것에 적합한 특수처리 방법을 채택해야 한다.There are two main methods of water purification: slow filtration and rapid filtration, and raw water can achieve the purpose of purification by any of the above methods, but to remove special components such as iron manganese and other substances that increase hardness or smell, Appropriate special treatment methods should be adopted.

상수도의 완속여과정수법은 영국에서 발명된 방법으로 유럽에서 널리 이용되 고 있다. 이 방법에서는 보통 침전지를 두어 여과속도 3~5 m/일 로 모래여과한다. 침전지는 수심을 약 4m로한 철근 콘크리트 못에 원수를 유입하고 정치시킨후 약 8시간만에 유출시켜 모래 및 비교적 거친 점토 등을 침전시키는 곳이다.The slow filtration method of running water is a method invented in the UK and widely used in Europe. In this method, a sedimentation basin is usually placed and sand filtered with a filtration rate of 3 to 5 m / day. The sedimentation basin is a place where raw water is introduced into a reinforced concrete pond with a depth of about 4m and left to stand in about 8 hours to settle sand and relatively coarse clay.

침전이 끝난 물은 완속여과지에 유입되어 모래층(두께 70 ~ 90 cm)을 통과하면서 여과되는데, 탁도 세균 등은 완전히 제거될 뿐 아니라 암모니아 철 망간과 같은 용해성 물질들도 매우 잘 제거된다. 여과의 지속시간이 길어지면 모래층의 표면에 무수한 세균과 조류를 포함하는 점질의 막이 형성되는데, 사면(砂面) 이하 수cm까지 세균을 주체로 한 적갈색 점착성 물질이 부착되어 있다.The precipitated water enters the slow filter and is filtered through the sand layer (thickness 70 ~ 90 cm), which not only completely removes turbid bacteria, but also soluble substances such as ammonia and iron manganese. As the duration of the filtration increases, a viscous membrane containing a myriad of bacteria and algae is formed on the surface of the sand layer, and a reddish brown sticky substance mainly attached to the bacteria is adhered to several centimeters below the slope.

말하자면 완속여과에서는 여과막과 사립을 내포한 점질막이 생겨야 비로소 정화력을 발휘하게 된다. 여과가 계속되면 생물막이 점점 두껍게 되어 통상 20 ~ 30일이 되면 모래의 공극이 폐쇄되어 여과의 능력이 저하된다.In other words, slow filtration requires a filtration membrane and a mucosa containing private particles before it can be purified. If the filtration continues, the biofilm becomes thicker, and in 20-30 days, the pores of the sand are closed, which lowers the filtration capacity.

이런 경우 모래층 표면을 1 ~ 2 cm 깍아내어 여과 기능을 회복시켜야 한다. 완속여과지에서 여과된 물은 세균의 99%가 제거되어 있으므로 염소소독만으로 정화의 목적을 달성할 수 있다.In this case, the surface of the sand layer should be shaved 1 to 2 cm to restore filtration. The filtered water in slow filter paper is 99% of bacteria are removed, so chlorine disinfection alone can achieve the purpose of purification.

이런 완속여과법은 안전하고 맛이 좋은 양질의 물을 얻을 수 있을 뿐만 아니라 관리하기 편하고, 약품이나 동력이 필요하지 않은 장점이 있다. 그러나 반면에 광대한 면적과 인력이 필요하며 자동화하기 어려운 결점이 있기 때문에 최근에 설치되는 것은 거의 이 방법을 사용하지 않고 있는 실정이다.This slow filtration method has the advantages of not only obtaining safe and tasty high quality water, but also being easy to manage and requiring no medicine or power. On the other hand, because of the vast area, manpower, and difficult to automate, it is rarely used in recent years.

또한 상수도의 급속여과정수법은 미국에서 개발되었으며 기계여과라고도 한다. 이는 약품 침전지를 겸해야 하며, 여과의 속도는 120 ~ 150(m/일)이다. 사용되 는 약품으로는 황산알루미늄과 같은 응집제를 주입한 후 혼화지에서 약품을 혼화시키면 알루미늄의 수화물이 생겨 수중의 점토입자와 세균 등이 상호운동으로 결합되어 미소한 침전물을 만든다. 이것을 침전물 형성지에 도입한 후에 20 ~ 40분간 체류하게 하여 큰 침전물로 응집시켜 침전지에서 3 ~ 4시간 머물게 하면 그동안에 대부분의 부유물질이 침전하여 제거된다.In addition, rapid filtration of tap water was developed in the United States and is also known as mechanical filtration. It should also serve as a chemical sedimentation basin and the filtration rate is 120 to 150 (m / day). The chemicals used are injected with a flocculant such as aluminum sulfate, and then mixed with the chemicals in the mixed paper to form aluminum hydrate, which causes the clay particles and bacteria in the water to be combined with each other to form a fine precipitate. After this is introduced into the sediment formation site, it is allowed to stay for 20 to 40 minutes to agglomerate into a large sediment and to stay for 3 to 4 hours at the sedimentation basin.

약품침전지에서 제거되지 않은 부유물은 다음 단계인 모래여과지에서 제거된다. 그러나 세균류와 미소한 생물은 완속여과법과는 달리 여과수 속에 새어나오게 된다. 이들 생물을 살균하기 위한 제3의 공정으로 염소소독을 하여야 한다. 전처리의 성적에 따라서도 다소 차이가 있으나 보통 급속여과에서는 1 ~ 2일 동안 계속적으로 여과를 하면 막혀서 여과가 되지 않는다.Float not removed from the drug settler is removed in the next step, sand filter paper. However, unlike slow filtration, bacteria and microorganisms will leak into the filtrate. The third process for sterilizing these organisms should be chlorine disinfection. Depending on the results of pretreatment, there are some differences, but in rapid filtration, if the filter is continuously filtered for one to two days, it is blocked and not filtered.

이때 위에서 압력수를 이용하여 모래층 표면에 축적되어 있는 침전물의 막을 파괴함과 동시에 아래쪽에서는 정수를 내뿜어 여과층을 깨끗하게 역류 세척하여 여과의 기능을 회복시킨다. 사용되는 응집제로서는 황산알루미늄 폴리염화알루미늄 황산철과 염화철 등이 사용되고 보조제로서는 소석회 소다회 가성소다 알긴산나트륨 활성규산 등이 사용된다. 그리하여 이러한 약품 등을 적절히 조합하여 탁도를 단시간에 낮춘다.At this time, by using the pressure water from above to destroy the film of the deposit accumulated on the surface of the sand layer, at the same time to flush the filter layer by flushing the filter layer to restore the filtration function to clean back. As the coagulant used, aluminum sulfate polyaluminum sulfate iron iron, iron chloride, and the like are used, and as an auxiliary agent, calcined soda ash caustic soda alginate activated silicic acid is used. Thus, by appropriate combination of these drugs, the turbidity is lowered in a short time.

약품침전지는 보통침전지와 같은 수심 4 m인 콘크리트조인데 침전된 오물(sludge)을 배제하기 위한 집니기를 설치하는 경우가 많다. 최근에는 침전지를 2 ~ 3층으로 건조하여 경사판을 설치하고 소형화시켜 사용하고 있다.A chemical precipitater is a concrete tank with a depth of 4 m, which is the same as a common needle, and a collection device is often installed to eliminate sediment. Recently, the sedimentation basin is dried in two or three layers, and an inclined plate is installed and downsized.

그리고 혼화지와 침전지를 일체로 한 고속 응집침전지가 있는데 관리하기 어 렵지만 용지가 적게 소요되므로 널리 이용되고 있다. 최근에는 급속여과조작의 자동화가 성행되어 단순한 원리로서 자동급속여과장치가 개발되고 있다. 이와 같은 급속여과법은 탁도와 색도가 높아도 정화가 가능하고 용지면적이 적게들며, 여과의 세정이 기계적으로 자동화되기 때문에 인력이 필요하지 않은 이점이 있다. 반면에 정화기능이 약품처리의 양부에 의하여 지배되므로 안전성이 적어 조작관리에 숙련된 인력이 요구된 다는 점, 정수의 수질이 완속여과법에 비해 뒤진다는 점, 암모니아 취기, 망간 등의 제거에는 효과가 없다는 점 등의 결점이 있다.In addition, there is a high-speed flocculation settled cell incorporating mixed paper and sedimentation basin, which are difficult to manage but are widely used because they require less paper. Recently, automation of rapid filtration operation is prevalent, and an automatic rapid filtration device has been developed as a simple principle. Such rapid filtration has the advantage that even if the turbidity and color is high, the purification is possible, the paper area is small, and the cleaning of the filtration is mechanically automated. On the other hand, since the purification function is dominated by the quality of chemical treatment, it is less safe and requires skilled manpower for operation and management. The quality of purified water is inferior to slow filtration, and it is effective in removing ammonia odor and manganese. There are drawbacks such as no.

이렇게 종래의 상수도 정수시설은 광대하고 많은 약품을 필요로 하는 것으로 그에 따른 많은 예산과 시간을 들여서 넓은 대지에 건설하여야 하는 문제점이 있었다.As such, the conventional water purification water purification facilities require vast and many chemicals, and therefore, there is a problem in that a large amount of budget and time are required to be constructed on a large site.

하지만 이러한 상수도 정수장은 수돗물을 공급하기 위한 곳으로서, 정수장이 멈추게 되면 수돗물의 공급이 중단되는 사태가 발생되어 많은 불편함을 주게 된다.However, such a water treatment plant is a place for supplying tap water, and when the water purification plant stops, a situation occurs in which the supply of tap water is stopped, which causes a lot of inconvenience.

정수과정에 따라 각 단계의 구조물을 청소하여야 하는 경우도 발생하고, 보수하는 경우도 발생하나 이러한 경우마다 수돗물 공급을 중단하게 되면 많은 불편이 일어나게 된다.Depending on the water purification process, it is necessary to clean the structure at each stage, and there is a case of repairing, but in this case, if the tap water supply is stopped, a lot of inconvenience occurs.

따라서 이러한 경우에 사용하기 위한 비상용 복합 정수장치를 정수장에 구비하여야 하나, 장소적 제약에 의하여 한 곳에 집약적인 정수장치가 필요하게 되었으나 이러한 정수장치가 미비한 실정이다.Therefore, in this case, an emergency combined water purification device for use in a water purification plant should be provided. However, due to local constraints, an intensive water purification device is required in one place, but such a water purification device is inadequate.

본 발명은 전술한 바와 같은 문제를 해결하기 위하여 안출한 것으로서, 상수도 정수장의 비상시에 원수를 연결하여 비상 정수할 수 있게 구성하되, 많은 자리를 차지하는 기존 정수장과 달리 집약적인 구성으로 정수장 일측에 설치하여 비상시에 사용할 수 있게 한 비상용 상수도 정수장의 복합 정수장치를 제공하고자 하는 목적이 있다.The present invention has been made in order to solve the problems as described above, by connecting the raw water in the emergency of the water purification plant is configured to make emergency water purification, unlike the existing water purification plant occupies a large number of places to install on one side of the water purification plant An object of the present invention is to provide a complex water purification device for an emergency water treatment plant.

본 발명은 전술한 목적을 달성하기 위하여 펌프와 연결되어 내부에 원수가 일차 저장되고, 저수할 수 있는 통의 하부에 배수관이 설치되어 1차 거름통 상부에 위치하도록 고정되는 원수공급통; 상부가 개방된 원통체의 하부에 원뿔형 경사면이 아래를 향하여 형성되고, 경사면의 중앙에 중심원통부가 일체로 형성되어 상부가 개방되며, 원통체의 내부에 상부가 막혀있는 가이드체가 고정대로 고정되고, 가이드체의 측벽에 호형경사면이 형성되되 그 하단은 원통체의 내벽면에 닿지 않게 형성되며, 경사면에 같은 원주 상으로 두개 이상의 거름망이 수직으로 세워져 설치되고, 중심원통부의 측벽에 다수개의 홀이 형성되며, 중심원통부의 하단에 구동부가 형성되어 내부에 수중모터와 전원이 내장되는 1차거름통; 구동부의 수중모터의 회전축과 연결 설치되어 구동되는 교반날개; 상부가 개방된 원통체의 상부 내측벽이 둘레를 따라 확장되어 걸림턱이 형성되고, 걸림턱에 1차거름통의 하부가 걸려 지지되며, 원통체의 일측에 배수관의 상단이 고정되고, 배수관의 하단은 침전조의 내 측 하부에 위치되며, 원통체의 외측면 상단에 지지대 일단이 고정되되 지지대의 타단은 최종저수통에 고정되어 지지되는 교반통; 상부가 개방된 원통체 상부에 같은 높이로 다수개의 오버플로우홀이 형성되어 최종저수통 내부에 설치되는 침전조; 침전조의 외벽을 따라 일정거리 이격되어 설치되고, 원형테두리에 미세망이 고정되어 이루어지는 원형거름망; 사각의 박스체의 내부에 설치되는 원형거름망의 외측으로 맥반석이 적층되고, 맥반석을 통해 물이 배수되도록 연결관의 일단이 박스체 하부에 고정되며, 연결관의 타단은 공급전 저수조로 보내지는 최종저수통;으로 구성되는 것을 특징으로 하는 비상용 상수도 정수장의 복합 정수장치를 제공한다.The present invention is connected to the pump in order to achieve the above object is the raw water is stored therein, the raw water supply tank is fixed to be located in the upper portion of the primary mandrel is installed in the lower portion of the reservoir can be stored; Conical inclined surface is formed in the lower portion of the cylindrical body with the upper side downward, the central cylindrical portion is formed integrally at the center of the inclined surface, the upper portion is opened, the guide body with the upper portion blocked inside the cylindrical body is fixed to the fixed, An arc-shaped inclined surface is formed on the side wall of the guide body, and the lower end thereof is formed so as not to touch the inner wall surface of the cylindrical body, and two or more strainers are installed vertically on the same circumference on the inclined surface, and a plurality of holes are formed on the side wall of the central cylindrical part. It is formed in the lower portion of the center cylindrical drive unit is the primary manure cylinder is built in the underwater motor and power; Agitating blades connected to the rotating shaft of the underwater motor of the driving unit and driven; The upper inner wall of the cylindrical body with the upper opening is extended along the circumference to form a locking jaw, the lower portion of the primary mantle is supported by the locking jaw, the upper end of the drain pipe is fixed to one side of the cylindrical body, the lower end of the drain pipe Is located in the lower inner side of the sedimentation tank, one end of the support is fixed to the top of the outer surface of the cylindrical body, the other end of the support is fixed to the final reservoir is supported by the stirring vessel; A settling tank in which a plurality of overflow holes are formed at the same height in the upper portion of the cylindrical body with the upper portion opened and installed in the final reservoir; A circular sieve, which is spaced apart a predetermined distance along the outer wall of the sedimentation tank, and has a fine mesh fixed to the circular border; Elvan is stacked outside the circular sieve installed inside the rectangular box body, and one end of the connector is fixed to the lower part of the box so that water is drained through the elbow, and the other end of the connector is sent to the reservoir before supply. Provides a complex water purification device for an emergency water treatment plant, characterized in that consisting of a reservoir.

이상과 같이 본 발명은 펌프에 의하여 원수를 공급하여 비교적 빠른 속도의 정수가 되게 하고, 한 곳에서 여러 단계의 정수가 이루어지게 하여 좁은 장소에서 비상용 정수시설을 가질 수 있게 되는 효과가 있다. 즉 정상적인 정수가 않될 때 비상용 정수가 가능하게 되는 효과가 있다.As described above, the present invention supplies the raw water by a pump to make the purified water at a relatively high speed, and it is effective to have the emergency water purification facility in a narrow place by making the purified water of several stages in one place. In other words, when the normal constant is not an emergency constant is possible.

원수공급통으로 부터 아래로 내려오는 흐름에 따라 정수되므로 수직적인 이동으로 정수가 되는 효과가 있다.As the water flows down from the feeder, it is purified by vertical movement.

이하 첨부된 도면을 참조하여 본 발명의 구성을 상세히 설명하면 다음과 같다.Hereinafter, the configuration of the present invention will be described in detail with reference to the accompanying drawings.

본 명세서 및 청구범위에 사용된 용어나 단어는 통상적이거나 사전적인 의미로 한정해서 해석하여서는 되지 않고, 발명자는 그 자신의 발명을 가장 최선의 방 법으로 설명하기 위해 용어의 개념을 적절하게 정의할 수 있다는 원칙에 입각하여 본 발명의 기술적 사상에 부합하는 의미와 개념으로 해석되어야만 한다.The terms or words used in the specification and claims are not to be construed as being limited to the common or dictionary meanings, and the inventors may appropriately define the concept of terms in order to best explain their inventions. It should be interpreted as meaning and concept corresponding to the technical idea of the present invention based on the principle that the present invention.

본 발명은 원수공급통(10)으로 펌프(12)를 이용하여 원수를 공급하고, 원수공급통(10)에서 1차거름통(20)으로 물이 배수관(11)을 통해 공급되며, 1차거름통(20)에는 원통체(21)의 벽면을 따라 물이 흘러가며 거름망(28)을 통해 이물질이 걸러지게 되고, 중심원통부(26)를 통해 내려온 물이 교반통(40)으로 들어가 교반날개(30)에 의하여 교반되면서 약품과 잘 섞이게 되며, 교반통(40)을 감싸며 외측 하부에 침전조(50)가 설치되어 침전물들이 침전되게 되고, 오버플로우홀(52)을 통과한 물은 원형거름망(60)을 통해 완전히 걸러지게 되며, 마지막으로 최종저수통(70)의 맥반석(73)을 통과하면서 정수되게 되는 것을 주요 구성으로 한다.The present invention supplies the raw water using the pump 12 to the raw water supply tank 10, the water is supplied from the raw water supply tank 10 to the primary manure 20 through the drain pipe 11, the primary manure Water 20 flows along the wall surface of the cylindrical body 21, and foreign matter is filtered through the strainer 28, and water flowing down through the central cylindrical portion 26 enters the stirring tube 40 and stirs the wings ( While stirring by 30) is well mixed with the drug, the sedimentation tank 50 is installed on the outer bottom surrounding the stirring barrel 40 is settled precipitates, the water passed through the overflow hole 52 is a circular sieve (60) ) Is completely filtered through, and finally the main configuration is to be purified while passing through the ganban rock (73) of the final reservoir (70).

원수공급통(10)은 펌프(12)와 연결되어 내부에 원수가 일차 저장되고, 저수할 수 있는 통의 하부에 배수관(11)이 설치되어 1차 거름통(20) 상부에 위치하도록 고정된다. 원수가 펌프(12)에 의하여 공급되는 속도가 빠르기 때문에 일정량이 원수공급통(10)에 저장되게 한다.The raw water supply container 10 is connected to the pump 12 and the raw water is primarily stored therein, and a drain pipe 11 is installed at the lower portion of the storage water reservoir to fix the upper portion of the primary manure tank 20. Since the raw water is supplied by the pump 12 at a high speed, a certain amount is stored in the raw water supply container 10.

1차거름통(20)은 원수공급통(10)의 하부에 설치되고, 1차거름통(20)은 상부가 개방된 원통체(21)의 하부에 원뿔형 경사면(25)이 아래를 향하여 형성된다. 경사면(25)의 중앙에 중심원통부(26)가 일체로 형성되어 상부가 개방되고, 중심원통부(26)의 하단은 막혀있다. 경사면(25)을 따라 흘러내리는 물은 중심원통부(26)의 개방구를 통하여 내부로 들어오고, 중심원통부(26)의 측벽에 다수개의 홀(27)이 형성되며, 홀(27)을 통해 걸러진 물이 교반통(40)으로 들어가게 된다. The primary manure 20 is installed in the lower portion of the raw water supply cylinder 10, the primary manure 20 is formed in the lower portion of the cylindrical inclined surface 25 in the lower portion of the cylindrical body 21 is open. The center cylindrical part 26 is integrally formed in the center of the inclined surface 25, and the upper part is opened, and the lower end of the center cylindrical part 26 is blocked. Water flowing along the inclined surface 25 enters through the opening of the central cylindrical portion 26, and a plurality of holes 27 are formed on the sidewall of the central cylindrical portion 26, and the hole 27 is formed. The filtered water is introduced into the stirring barrel (40).

원통체(21)의 내부에 상부가 막혀있는 가이드체(22)가 고정대(24)로 고정되고, 가이드체(22)의 측벽에 호형경사면(23)이 형성되되 그 하단은 원통체(21)의 내벽면에 닿지않게 형성된다. 가이드체(22)의 호형경사면(23)과 원통체(21)의 내측벽면 사이에 원수공급통(10)의 배수관(11) 하단이 위치하여 원수가 공급되고, 원수는 호형경사면(23)에 의해 가이드되어 원통체(21)의 내측벽면을 따라 흘러내린다. A guide body 22 having an upper portion blocked inside the cylindrical body 21 is fixed by a fixing table 24, and an arc-shaped inclined surface 23 is formed on the side wall of the guide body 22, and a lower end thereof is a cylindrical body 21. It is formed so that it does not touch the inner wall surface. Raw water is supplied between the arc inclined surface 23 of the guide body 22 and the inner wall surface of the cylindrical body 21 at the lower end of the drain pipe 11 of the raw water supply cylinder 10, and the raw water is supplied to the arc inclined surface 23. Guided to flow along the inner wall surface of the cylindrical body 21.

경사면(25)에 같은 원주 상으로 거름망(28)이 수직으로 세워져 설치되고, 이러한 거름망(28)은 두개 이상 설치된다.The sieve net 28 is installed vertically on the same circumference on the inclined surface 25, and two or more such sieve nets 28 are installed.

중심원통부(26)의 하단에 구동부(29)가 형성되어 내부에 수중모터와 전원이 내장된다.The driving unit 29 is formed at the lower end of the central cylindrical portion 26 to embed the submersible motor and power therein.

교반날개(30)는 구동부(29)의 수중모터의 회전축과 연결 설치되어 구동되고,수중모터(미도시)는 내장된 전원과 연결되어 작동된다.The stirring blade 30 is connected to the rotating shaft of the underwater motor of the drive unit 29 is installed and driven, the underwater motor (not shown) is connected to the built-in power source is operated.

교반통(40)은 상부가 개방된 원통체(41)의 상부 내측벽이 둘레를 따라 확장되어 걸림턱(42)이 형성되고, 걸림턱(42)에 1차거름통(20)의 하부가 걸려 지지된다. 원통체(41)의 일측에 배수관(43)의 상단이 고정되고, 배수관(43)의 하단은 침전조(50)의 내측 하부에 위치된다. 교반통(40)의 원통체(41) 외측면 상단에 지지대(44) 일단이 고정되고, 지지대(44)의 타단은 최종저수통(70)에 고정되어 지지된다. 최종저수통(70)의 외벽에는 지지대(44)의 저장을 위한 브라켓이 고정되어 있다.Stirring cylinder 40 is the upper inner wall of the cylindrical body 41 is open at the top is extended along the circumference to form a locking jaw 42, the lower portion of the primary sieve 20 is caught on the locking jaw 42 Supported. The upper end of the drain pipe 43 is fixed to one side of the cylindrical body 41, the lower end of the drain pipe 43 is located in the inner lower portion of the settling tank (50). One end of the support 44 is fixed to the upper end of the cylindrical body 41 of the stirring cylinder 40, and the other end of the support 44 is fixed to the final reservoir 70 and supported. A bracket for storing the support 44 is fixed to the outer wall of the final reservoir 70.

침전조(50)는 상부가 개방된 원통체(51) 상부에 오버플로우홀(52)이 다수개가 형성되고, 오버플로우홀(52)은 동일한 높이로 다수개가 형성되며, 오버플로우 홀(52)을 통해 물이 흘러 최종저수통(70)으로 흘러들어간다. 이러한 침전조(50)는 최종저수통(70) 내부에 설치된다.The settling tank 50 has a plurality of overflow holes 52 formed in the upper portion of the cylindrical body 51 is open, the overflow holes 52 are formed in a plurality of the same height, the overflow hole 52 Water flows through and flows into the final reservoir (70). This settling tank 50 is installed inside the final reservoir (70).

침전조(50)의 외벽을 따라 원형거름망(60)이 일정거리 이격되어 설치되고, 원형거름망(60)은 원형테두리(61)에 미세망(62)이 고정되어 이루어진다.Circular filter net 60 is installed along the outer wall of the settling tank 50 spaced apart a predetermined distance, the circular filter net 60 is made of a fine mesh 62 is fixed to the circular border (61).

최종저수통(70)은 사각의 박스체(71)로 이루어져 최종저수통(70)의 내부에 설치되는 원형거름망(60)의 외측으로 맥반석(73)이 적층된다. 최종저수통(70)의 물은 맥반석(73)을 통해 배수되도록 연결관(72)이 박스체(71) 하부에 일단이 고정되고, 연결관(72)의 타단은 공급전 저수조로 보내진다.The final reservoir 70 is formed of a rectangular box body 71, the lattice stones 73 are laminated to the outside of the circular sieve (60) installed in the interior of the final reservoir (70). One end of the connection tube 72 is fixed to the lower portion of the box body 71 so that the water in the final reservoir 70 is drained through the ganban rock 73, and the other end of the connection tube 72 is sent to the reservoir before supply.

도 1은 본 발명의 비상용 상수도 정수장의 복합 정수장치를 도시한 사시도.1 is a perspective view showing a complex water purification device of an emergency water treatment plant of the present invention.

도 2는 본 발명의 비상용 상수도 정수장의 복합 정수장치를 도시한 분해 사시도.2 is an exploded perspective view showing a complex water purification device of an emergency water treatment plant of the present invention.

도 3은 본 발명의 비상용 상수도 정수장의 복합 정수장치의 1차거름통을 일부 절개 도시한 사시도.Figure 3 is a perspective view showing a part of the primary manger of the complex water purification device of the emergency water treatment plant of the present invention.

도 4는 본 발명의 비상용 상수도 정수장의 복합 정수장치의 1차거름통을 도시한 일부 절개 사시도.Figure 4 is a partially cut perspective view showing a primary manure of the complex water purification device of the emergency water treatment plant of the present invention.

도 5는 본 발명의 비상용 상수도 정수장의 복합 정수장치의 교반통을 도시한 사시도.5 is a perspective view showing a stirring tube of the complex water purification device of the emergency water treatment plant of the present invention.

도 6은 본 발명의 비상용 상수도 정수장의 복합 정수장치를 도시한 단면도.6 is a cross-sectional view showing a complex water purification device of an emergency water treatment plant of the present invention.

< 도면의 주요 부분에 대한 부호의 간단한 설명 > <Brief description of symbols for the main parts of the drawings>

10 : 원수공급통 11 : 배수관10: raw water supply tank 11: drain pipe

12 : 펌프 20 : 1차거름통12 pump 20 primary filter

21 : 원통체 22 : 가이드체21: cylindrical body 22: guide body

23 : 호형경사면 24 : 고정대23: arc inclined surface 24: holder

25 : 경사면 26 : 중심원통부25: slope 26: central cylindrical portion

27 : 홀 28 : 거름망27: hole 28: sieve

29 : 구동부 30 : 교반날개29: drive unit 30: stirring blade

40 : 교반통 41 : 원통체40: stirring barrel 41: cylindrical body

42 : 걸림턱 43 : 배수관42: locking jaw 43: drain pipe

44 : 지지대 50 : 침전조44: support 50: sedimentation tank

51 : 원통체 52 : 오버플로우홀51: cylinder 52: overflow hole

60 : 원형거름망 61 : 원형테두리60: circular filter 61: circular border

62 : 미세망 70 : 최종저수통62: fine mesh 70: the final reservoir

71 : 박스체 72 : 연결관71: box body 72: connector

73 : 맥반석 73: Elvan

Claims (1)

펌프(12)와 연결되어 내부에 원수가 일차 저장되고, 저수할 수 있는 통의 하부에 배수관(11)이 설치되어 1차 거름통(20) 상부에 위치하도록 고정되는 원수공급통(10);Raw water supply pipe 10 is connected to the pump 12 and the raw water is stored therein, the drain pipe 11 is installed in the lower portion of the reservoir can be fixed to be positioned above the primary manure 20; 상부가 개방된 원통체(21)의 하부에 원뿔형 경사면이 아래를 향하여 형성되고, 경사면(25)의 중앙에 중심원통부(26)가 일체로 형성되어 상부가 개방되며, 원통체(21)의 내부에 상부가 막혀있는 가이드체(22)가 고정대(24)로 고정되고, 가이드체(22)의 측벽에 호형경사면(23)이 형성되되 그 하단은 원통체(21)의 내벽면에 닿지않게 형성되며, 경사면(25)에 같은 원주 상으로 두개 이상의 거름망(28)이 수직으로 세워져 설치되고, 중심원통부(26)의 측벽에 다수개의 홀(27)이 형성되며, 중심원통부(26)의 하단에 구동부(29)가 형성되어 내부에 수중모터와 전원이 내장되는 1차거름통(20);A conical inclined surface is formed downward in the lower portion of the cylindrical body 21 having an open upper portion, and a central cylindrical portion 26 is integrally formed at the center of the inclined surface 25 to open the upper portion of the cylindrical body 21. The guide body 22 with the upper part blocked inside is fixed by the fixing stand 24, and an arc-shaped inclined surface 23 is formed on the side wall of the guide body 22, but the lower end thereof does not touch the inner wall surface of the cylindrical body 21. It is formed, two or more sieves 28 are installed vertically on the same circumference on the inclined surface 25, a plurality of holes 27 are formed on the side wall of the central cylindrical portion 26, the central cylindrical portion 26 The drive unit 29 is formed at the lower end of the primary filter 20, the underwater motor and the power built-in; 구동부(29)의 수중모터의 회전축과 연결 설치되어 구동되는 교반날개(30);An agitating blade 30 connected to the rotating shaft of the submersible motor of the driving unit 29 and driven; 상부가 개방된 원통체(41)의 상부 내측벽이 둘레를 따라 확장되어 걸림턱(42)이 형성되고, 걸림턱(42)에 1차거름통(20)의 하부가 걸려 지지되며, 원통체(41)의 일측에 배수관(43)의 상단이 고정되고, 배수관(43)의 하단은 침전조(50)의 내측 하부에 위치되며, 원통체(41)의 외측면 상단에 지지대(44) 일단이 고정되되 지지대(44)의 타단은 최종저수통(70)에 고정되어 지지되는 교반통(40);The upper inner wall of the cylindrical body 41, the upper portion of which is open, is extended along the circumference to form a locking jaw 42, and the lower portion of the primary manure cylinder 20 is supported by the locking jaw 42, and the cylindrical body ( The upper end of the drain pipe 43 is fixed to one side of the 41, the lower end of the drain pipe 43 is located in the inner lower portion of the settling tank 50, one end of the support 44 is fixed to the upper end of the outer surface of the cylindrical body 41 Being the other end of the support 44 is a stirring barrel 40 is fixed to the final reservoir 70 is supported; 상부가 개방된 원통체(51) 상부에 같은 높이로 다수개의 오버플로우홀(52)이 형성되어 최종저수통(70) 내부에 설치되는 침전조(50);A settling tank 50 in which a plurality of overflow holes 52 are formed at the same height on an upper portion of the cylindrical body 51 with the upper portion open; 침전조(50)의 외벽을 따라 일정거리 이격되어 설치되고, 원형테두리(61)에 미세망(62)이 고정되어 이루어지는 원형거름망(60);A circular sieve network 60 installed at a predetermined distance along the outer wall of the settling tank 50 and having a fine mesh 62 fixed to the circular rim 61; 사각의 박스체(71)의 내부에 설치되는 원형거름망(60)의 외측으로 맥반석(73)이 적층되고, 맥반석(73)을 통해 물이 배수되도록 연결관(72)의 일단이 박스체(71) 하부에 고정되며, 연결관(72)의 타단은 공급전 저수조로 보내지는 최종저수통(70);으로 구성되는 것을 특징으로 하는 비상용 상수도 정수장의 복합 정수장치.Elvan stones 73 are stacked on the outside of the circular sieve 60 installed inside the rectangular box body 71, and one end of the connecting tube 72 is box body 71 so that water is drained through the elvan. Fixed in the lower part, the other end of the connection pipe (72) is the final reservoir (70) is sent to the reservoir before supplying; complex water purification device of the emergency water treatment plant, characterized in that consisting of.
KR1020080098301A 2008-10-07 2008-10-07 A water purifying device using for emergency KR100878152B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108714323A (en) * 2018-06-13 2018-10-30 安徽海沃特水务股份有限公司 A kind of water process quartz filter
CN114797277A (en) * 2021-11-20 2022-07-29 河南雷佰瑞新材料科技有限公司 Diethyl toluene diamine solution filtering device
KR102441919B1 (en) 2021-12-17 2022-09-13 박미정 Pollution prevention apparatus for fresh water tank of water purification plant

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Publication number Priority date Publication date Assignee Title
KR980000791U (en) * 1996-06-01 1998-03-30 정구택 Massage Ankle Support
KR20010000481U (en) * 1999-06-11 2001-01-05 박종곤 Filtering apparatus for water tank
KR20020026472A (en) * 2000-04-27 2002-04-10 니혼 겐료 가부시끼가이샤 Filtration device, and method of cleaning filter material contained in filtration device
KR20020090820A (en) * 2001-05-29 2002-12-05 김용훈 Filter type upflow filter with double treatment tank

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR980000791U (en) * 1996-06-01 1998-03-30 정구택 Massage Ankle Support
KR20010000481U (en) * 1999-06-11 2001-01-05 박종곤 Filtering apparatus for water tank
KR20020026472A (en) * 2000-04-27 2002-04-10 니혼 겐료 가부시끼가이샤 Filtration device, and method of cleaning filter material contained in filtration device
KR20020090820A (en) * 2001-05-29 2002-12-05 김용훈 Filter type upflow filter with double treatment tank

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108714323A (en) * 2018-06-13 2018-10-30 安徽海沃特水务股份有限公司 A kind of water process quartz filter
CN114797277A (en) * 2021-11-20 2022-07-29 河南雷佰瑞新材料科技有限公司 Diethyl toluene diamine solution filtering device
CN114797277B (en) * 2021-11-20 2023-12-08 河南雷佰瑞新材料科技有限公司 Diethyl toluene diamine solution filtering device
KR102441919B1 (en) 2021-12-17 2022-09-13 박미정 Pollution prevention apparatus for fresh water tank of water purification plant
KR20230092707A (en) 2021-12-17 2023-06-26 박미정 Pollution prevention apparatus for fresh water tank of water purification plant

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