KR20030058803A - Simple waterworks filtration device - Google Patents
Simple waterworks filtration device Download PDFInfo
- Publication number
- KR20030058803A KR20030058803A KR1020010089349A KR20010089349A KR20030058803A KR 20030058803 A KR20030058803 A KR 20030058803A KR 1020010089349 A KR1020010089349 A KR 1020010089349A KR 20010089349 A KR20010089349 A KR 20010089349A KR 20030058803 A KR20030058803 A KR 20030058803A
- Authority
- KR
- South Korea
- Prior art keywords
- filtration
- layer
- tank
- filtering
- water
- Prior art date
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/02—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
- B01D24/10—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being held in a closed container
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/24—Feed or discharge mechanisms for settling tanks
- B01D21/245—Discharge mechanisms for the sediments
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/46—Regenerating the filtering material in the filter
- B01D24/4631—Counter-current flushing, e.g. by air
- B01D24/4636—Counter-current flushing, e.g. by air with backwash shoes; with nozzles
-
- 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
-
- 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
- C02F1/40—Devices for separating or removing fatty or oily substances or similar floating material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2101/00—Types of filters having loose filtering material
- B01D2101/04—Sand or gravel filters
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/16—Regeneration of sorbents, filters
Abstract
Description
본 발명은 정수장이나 상수시설이 열악한 농어촌이나 도서지역 또는 중소도시에서 식수를 공급하기위한 간이 상수도 여과장치에 관한 것이다.The present invention relates to a simple tap water filtration device for supplying drinking water in farms and fishing villages, islands or small and medium cities with poor water purification facilities or water purification facilities.
일반적으로 농어촌이나 중소도시의 여과장치는 모래를 여과재로 사용하는 단충 급속여과지의 모래와 안트라사이트(anthracite) 등을 사용하는 복층 급속여과지, 또는 활성탄을 사용하는 급속여과지 등이 있으며, 이와 같은 급속여과지의 역세척방법에는 역세수만을 이용하여 역세척과 표면세척을 겸하는 방식과 물과 공기를 함께 이용 하여 역세척 하는 방식이 알려져 있다.In general, filtration devices in farming and fishing villages or small and medium-sized cities include bilayer rapid filtration paper using sand and anthracite, or rapid filtration paper using activated carbon. The backwashing method is known to combine both backwashing and surface washing using only backwashing water and backwashing using water and air together.
그러나 상기의 역세수만을 이용하여 ◎세척과 표면세척을 겸하는 것은 역세척 효율이 양호하지 못하고, 물과 공기를 함께 이용하여 세척하게된 것은 이중여재를 포설한 후에는 안트라사이트 경계면에서 과다한 섞임 현상으로 정밀여과기능이 저하되며 블로워(Blower)와 펌프((Pump)를 동시에 사용하므로 동력이 과다 사용하게되는 문제 점이 있는 것이며, 또한 고도처리기술로는 모래를 이용한 사여과기가 많이 이용되고 있으며 이들은 원수의 유입형태에 따라 상향류식만을 택하여 여과지의 폐색으로 역세척을 자주 시행하여야 하는 번거로움이 발생되고 단층단순흐름에 따른 여과기능이 저하되는 문제점도 있는 것이다.However, the use of the above backwashing water alone for both ◎ washing and surface cleaning is not good in backwashing efficiency, and the result of washing with water and air together is due to excessive mixing at the anthracite interface after the installation of double media. Precision filtration is deteriorated and there is a problem that excessive power is used because blower and pump are used at the same time. Also, sand filter using sand is used as advanced processing technology. Depending on the type of inflow, only the upflow type may cause the trouble of frequent backwashing due to the blockage of the filter paper, and there is a problem in that the filtration function due to the fault flow is reduced.
따라서 본 발명의 목적은 모래와 자갈등으로 되는 여과층을 다층다단으로 형서함과 동시에 하향류 및 상향류의 유로흐름을 번갈아 통과시킴으로써 여과층 표면폐색을 줄이고 여과기능을 향상시키며 펌프관로에 공기흡입장치를 부착하여 물과 공기가 동시에 유입하여 역세 효율을 향상시키며 동력을 최소화하고 역세척 후 부상하는 스컴을 무동력으로 수두차와 스컴제거장치에 의해 외부로 배출시켜 역세척의 효율을 높이고 안전한 식수를 공급하게되는 간이 상수도 여과장치를 제공하는데 있는 것이다.Accordingly, an object of the present invention is to form a multi-layered multi-layered filtration layer, such as sand and gravel, and to simultaneously pass down and upstream flow paths to reduce the surface blockage of the filtration layer, to improve the filtration function, and to absorb air into the pump pipe. By attaching the device, water and air flow in at the same time to improve the backwashing efficiency, minimize the power, and after the backwashing, scum that floats after powering up is discharged to the outside by the water head car and scum removing device to increase the efficiency of backwashing and safe drinking water. It is to provide a simple tap water filtration device to be supplied.
상기 본 발명에 맞추어 기재된 목적을 제공하는 간이 상수도 여과장치는 불포화 폴리에스터 수지로되는 맨홀과 청소통로를 구비한 본체의 내부에 격벽과 받침판으로되는 여과실을 길이 방향으로 다단으로 형성하여 상기 각 여과실의 받침판상에 다수의 집수기와 역세척수관 및 여과망을 설치한다음 상기 여과망의 상면에 잔모래와 굵은 모래 및 자갈을 상하로 적층시켜서 되는 다층여과와, 입수구측에는 미세스크린에 의한 최초여과조를, 배수측에는 최종여과조를 형성하며, 각 여과조내에는 역세척시에 부유물질을 제거하는 스컴제거관을 장설하여서 되는 것으로서, 이하 도면에 따라 상세히 설명한다.The simple tap water filtration device providing the object described in accordance with the present invention comprises a multi-stage longitudinally forming a filtration chamber consisting of a partition wall and a support plate in a body having a manhole made of unsaturated polyester resin and a cleaning passage. After installing a plurality of water collectors, backwash water pipes and filtering net on the supporting plate of the fruit, multi-layer filtration by laminating the fine sand, coarse sand and gravel up and down on the upper surface of the filtering net, and on the inlet side of the first filtration tank by a fine screen, A final filtration tank is formed on the drain side, and a scum removal tube is installed in each filtration tank to remove suspended substances during back washing, which will be described in detail with reference to the accompanying drawings.
도1은 본 발명의 횡 단면도.1 is a cross-sectional view of the present invention.
도2는 본 발명의 종단면도.Figure 2 is a longitudinal cross-sectional view of the present invention.
** 도면의 주요 부분에 대한 부호의 설명 **** Description of symbols for the main parts of the drawing **
1: 본체. 2,3,4: 맨홀. 5,6: 청소공.1: main body. 2,3,4: manhole. 5,6: Cleaner.
7: 입수구. 8: 여과수배수구 9: 입수조.7: Inlet. 8: Filtration drain 9: Inlet tank.
10: 미세스크린. 11. 중간판. 12,13,14.:격판.10: Fine screen. 11. Middle plate. 12,13,14.
15: 제1여과조. 16: 제2여과조. 17: 제3여과조.15: First filtration. 16: Second filtration. 17: Third filtration section.
18: 최종여과조. 19,20,21,38: 통수기. 22,23,24: 역세수분사관.18: Final filtration tank. 19, 20, 21, 38: water collector. 22,23,24: Backwash water injectors.
25,26,27: 여과망. 28,29,30: 잔모래층. 31,32,33: 굵은모래층.25, 26, 27: filtering network. 28,29,30: fine sand layer. 31,32,33: coarse sand layer.
34,35,36: 자갈층. 37: 집수조. 39: 필터.34,35,36: gravel layer. 37: sump tank. 39: filter.
40: 월류조. 41: 월류언. 42: 염소자동공급기.40: Overflow tank. 41: Wolyueon. 42: Chlorine feeder.
43,44: 슬러지배출구. 45: 흡수관. 46,47,48: 세수공급관.43,44: sludge outlet. 45: absorption tube. 46,47,48: Washing water supply pipe.
49: 펌프. 50,51,52: 스컴흡입관. 53: 스컴배출관.49: pump. 50, 51, 52: scum suction tube. 53: scum discharge pipe.
54: 스컴배출구. 55: 공기흡입기.54: Scum outlet. 55: air inhaler.
도1은 본 발명의 종단면도 이며, 도2는 도1의 A-A선 단면도로서, 이를 참조하여보면, 부호1은 인체에 무해한 불포화 폴리에스테르 수지를 이용하여 RTM공법으로 사각형상으로 제작된 본체를 나타낸 것으로서 상면에는 맨홀(2)(3)(4)과 상기 맨홀 (2)(3)(4)중 맨홀(2)(4)에는 연통되는 청소공(5)(6)을 형성하고 좌측 상단측에는 입수구(7)를 우측 상단에는 여과수배수구(8)를 연결하여 상기 입수구(7)의 내부에는 입수조(9)를 형성 하는데 입수조(9)에 미세스크린(10)을 장설하여 입수구(7)를 통하여 입수된 원수가 미세스크린(10)을 거치는 동안 이물질이 걸러지면서 본체(1) 내부로 입수되도록하였어며, 본체(1) 내저부에 중간판(11) 형성하여 입수구(7)와 여과수배수구(8) 사이에 격판(12)(13)(14)을 형성하되 하향류의 제1여과조(15)와 상향류의 제2여과조(16), 하향류의 제3여과조(17) 및 상향류의 최종여과조(18)를 형성하여 상기 각 여과조(15)(16)(17)의 중간판(11)에 다수개의 통수기 (19)(20)(21)와 역세수분사관(22)(23)(24)을 설치한 다음 상기 통수기(19)(20)(21) 및 역세수분사관(22)(23)(24)의 바로 위에 여과망(25)(26)(27)을 깔고 상기 여과망 (25)(26)(27)의 상면에 잔모래층(28)(29)(30)과 굵은모래층(31)(32)(33) 및 자갈층 (34)(35)(36)을 위에서 아래 방향으로 순차적으로 다층르로 적층하여서되는 다층여과층을 형성하는데 상기의 잔모래층(28)(29)(30)은 유효경이 0.45~0.7mm, 균등계수 17이하 이고, 굵은모래층 (31)(32)(33)은 유효경이 0.7~1.7mm, 균등계수 1.7이하 이며, 자갈층(34)(35)(36)은 유효경이 15~20mm, 균등계수는 1.7 이하로 충진하는 것이 바람직 하다. 일예를 들면 처리수가 원수의 하루 유입량이 12시간 동안 5㎥ 정도의 정수조에 잔모래층 깊이 30cm, 굵은모래층 깊이 15cm, 자갈 깊이 15cm를시설하였을 경우 손실수두를 계산하면 다음과 같다.Figure 1 is a longitudinal cross-sectional view of the present invention, Figure 2 is a cross-sectional view taken along line AA of Figure 1, referring to this, reference numeral 1 shows a main body made in a rectangular shape by the RTM method using an unsaturated polyester resin harmless to the human body As the upper surface of the manhole (2) (3) (4) and the manholes (2) (4) of the manholes (2) (3) (4), the cleaning holes (5) (6) are formed. The inlet (7) is connected to the filtered water drain (8) on the upper right side to form the inlet (9) inside the inlet (7) to install the fine screen (10) in the inlet (9) inlet (7) While the raw water obtained through the fine screen 10 was filtered through the foreign material was introduced into the body (1), the intermediate plate (11) formed in the inner bottom of the body (1) inlet (7) and filtered water drainage A diaphragm 12, 13, 14 is formed between (8), the first filtration tank 15 in the downflow, the second filtration tank 16 in the upstream, and the third filtration in the downflow. (17) and upstream final filtration tank (18) to form a plurality of water pumps (19) (20) (21) and backwash water in the intermediate plate (11) of each of the filtration tanks (15), (16) and (17). After installing the pipes (22) (23) (24), the filter net (25) (26) () directly above the water pipe (19) (20) (21) and the backwash water pipe (22) (23) (24) ( 27) and the fine sand layers 28, 29, 30 and the coarse sand layers 31, 32, 33, and the gravel layers 34, 35, on the upper surface of the filter net 25, 26, 27 36) to form a multi-layer filtration layer by sequentially stacking in a multi-layered direction from top to bottom, the fine sand layer (28, 29, 30) has an effective diameter of 0.45 ~ 0.7mm, equality factor 17 or less, and coarse sand layer (31) (32) (33) are effective diameter of 0.7 ~ 1.7mm, uniformity factor of 1.7 or less, and gravel layers 34, 35, 36 are preferably filled with effective diameter of 15 ~ 20mm, uniformity factor of 1.7 or less Do. For example, if the treated water is equipped with 30cm of fine sand layer, 15cm of coarse sand depth and 15cm of gravel depth in a water purification tank of 5㎥ for 12 hours, the head of water is calculated as follows.
상기한 유입구(7)를 통하여 입수조(9)로 유입된 원수가 미세스크린(10)에 의하여 이물질이 거러지면서 제1여과조(15)로 유입되어 잔모래층(29)과 굵은모래층(32) 및 자갈층(35)을 햐향으로 흘러내려 1차적으로 정수되어 다수의 통수기(19)를 통하여 집수조(37)로 유입되고, 집수조(37)로 입수된 1차정수는 격벽(12)의 하단측 공간을 통하여 2차여과조(16)로 유입되어 이번에는 통수기(20)를 통하여 자갈층(35)과 굵은모패층(32) 및 잔모래층(29)으로 상향으로 역류하는 동안 2차적으로 정수되어 격벽(13)의 상단을 월류하여 3차여과조(17)로 입수되어 잔모래층(30)과 굵은모래층(33) 및 자갈층(34)으로 흘러 내리는 동안 3차적으로 정수되어 격벽(14)의 하단측 공간을 통하여 최종여과조(18) 바닥에 설치한 다수의 통수기(38)와 필터(39)를 통하여 최종여과조(18)로 1급수화되어 입수하게되며, 상기 최종여과조(18)의 중간에 설치된 월류조(40)의 월류언(41)을 넘쳐 월류조(40)로 입수되고 월류조(40)에 설치된 소독제인 염소를 자동 공급하는 염소자동공급기(42)에 의하여 식수화되어 여과수배수구(8)를 통하여 식수를 공급하게 되는 것이며, 상기 집수조(37)의 좌우 양측에는 슬러지를 배출시키기위한 슬러지배출구(43)(44)를 형성하여 집수조(37)의 정수중 슬러지를 배출시켜 집수조(37)를 세척하도록하고, 상기 흡입측을 월류조(40)에 설치한 흡수관(45)을 공기흡입기(55)와 함께 펌프(49)의 흡입측에 연결하고 펌프(49)의 배수측에는 역세수분사관(22)(23)(24)을 연결하여 펌프(49)의 구동으로 월류조(40)의 1급수가 흡입되는 흡인력에 의하여 공기흡입기 (54)를 통하여 외부공기가 함께 흡입되어 세수공급관(46)(47)(48)에 물과 함께 공기를 공급시켜 각 여과조(15)(16)(17)의 역세수분사관(22)(23)(24)으로 분사하도록 하므로서 잔모래층(28)(29)(30)과 굵은모래층(31)(32)(33) 및 자갈층(34)(35)(36)의 이물질을 세정하도록하는데 상기 세정작업에 의하여 각 여과조(15)(16)(17)의 수면위로 부상되도록하였으며, 상기 여과조(15)(16)(17)에는 스컴흡입관(50)(51) (52)을 설치하는데 상기 스컴흡입관(50(51)(52)을 별도의 펌핑력을 부여한 스컴배출관(53)과 연결시켜 상기의 각 여과조(15)(16)(17)의 수면위로 부상된 이물질을 스컴흡입관 (50)(51)(52)으로 흡입하여 스컴배출관(53)과 스컴배출구(54)를 통하여 외부로 비출시켜 각 여과조(15)(16)(17)를 역세수하도록 구성하여서된 것이다.Raw water introduced into the water tank (9) through the inlet (7) is introduced into the first filtration tank (15) while the foreign matter is filtered by the fine screen (10) and the fine sand layer 29 and the coarse sand layer (32) and The gravel layer 35 flows down in the direction of water and is purified primarily and flows into the water collecting tank 37 through the plurality of water collectors 19, and the primary water obtained through the water collecting tank 37 is the lower space of the partition wall 12. Through the secondary filtration tank 16 through this time, the water is secondaryly purified during the countercurrent flow back upward through the condenser 20 to the gravel layer 35, the thick hair layer 32 and the fine sand layer 29 ( 13) is overflowed to the third filtration tank (17), and is purified by the third while flowing down to the fine sand layer (30), coarse sand layer (33) and the gravel layer (34) to open the lower space of the partition wall (14) Through a number of water collectors 38 and filters 39 installed on the bottom of the final filtration tank 18 through the first filtration to the final filtration tank 18 and obtained The chlorine automatic for supplying chlorine which is a disinfectant installed in the overflow tank 40 overflows the overflow stream 41 of the overflow tank 40 installed in the middle of the final filtration tank 18. Drinking water is supplied by the feeder 42 to supply drinking water through the filtered water drain 8, and sludge discharge ports 43 and 44 are formed on both left and right sides of the water collecting tank 37 to discharge the sludge. 37 to discharge the sludge in the purified water to wash the collecting tank 37, and the suction pipe 45 provided with the suction side in the overflow tank 40 together with the air suction 55 to the suction side of the pump 49 Connect the backwash water injection pipes 22, 23, 24 to the drain side of the pump 49, and the air inhaler 54 by the suction force in which the first-class water of the overflow tank 40 is sucked by the driving of the pump 49. The outside air is sucked together and the air is supplied to the wash water supply pipes 46, 47, and 48 together with water. The fine sand layer (28) (29) (30) and the coarse sand layer (31) (32) (33) are sprayed into the backwash water injection pipe (22) (23) (24) of the tank (15) (16) (17). And to clean the foreign material of the gravel layer (34, 35, 36) to be floated on the water surface of each filtration tank 15, 16, 17 by the cleaning operation, the filtration tank (15) (16) (17) The scum suction pipe (50) (51) (52) is installed on the scum suction pipe (50) (51) (52) is connected to the scum discharge pipe (53) to which a separate pumping force is applied to each filtration tank (15) ( 16) (17) sucks foreign matters raised on the surface of the water into scum suction pipes (50), (51) and (52) and discharges them through the scum discharge pipe (53) and scum discharge port (54) to the outside for each filtration tank (15) (16). (17) is designed to backwash.
이상과 같이 본 발명은 본체(1)의 내부에 형성한 입수조(9)와 제1여과조(15)와 제2여과조(16), 제3여과조(17) 및 최종여과조(18)를 다단으로 형성하고 상기 각 여과조(15)(16)(17)에 잔모래층(28)(29)(30)과 굵은모래층(31)(32)(33) 및 자갈층(34)(35)(36)으로 되는 다층의 여과층을 형성한 것이어서, 종래 모래를 이용한 단층여과지는 물론 이중여재를 포설한 여과지 보다는 여과층의 세정이 월등할 뿐만 아니라 세정하기위한 동력원이 절감되게 사용되는 것이어서 상수도 시설이 빈약한 중소도시나 도서지방의 식수를 공급하기위한 상수도 여과장치로 매우 적합한 효과를 나타내는 것이다.As described above, the present invention includes a water tank 9, a first filtration tank 15, a second filtration tank 16, a third filtration tank 17 and a final filtration tank 18 formed in the main body 1 in multiple stages. And the fine sand layers 28, 29, 30 and coarse sand layers 31, 32, 33 and gravel layers 34, 35, 36 in each of the filtration tanks 15, 16, and 17. It is formed of a multi-layered filtration layer, which is not only superior to the single layer filtration using sand, but also to the filtration layer is superior to the filter paper with the double filter, and is used to reduce the power source for cleaning. It is very suitable as a water filtration device for supplying drinking water in urban or island regions.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2001-0089349A KR100488613B1 (en) | 2001-12-31 | 2001-12-31 | Simple waterworks filtration device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2001-0089349A KR100488613B1 (en) | 2001-12-31 | 2001-12-31 | Simple waterworks filtration device |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20030058803A true KR20030058803A (en) | 2003-07-07 |
KR100488613B1 KR100488613B1 (en) | 2005-05-11 |
Family
ID=32216685
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR10-2001-0089349A KR100488613B1 (en) | 2001-12-31 | 2001-12-31 | Simple waterworks filtration device |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR100488613B1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100495694B1 (en) * | 2004-02-06 | 2005-06-16 | 주식회사 현진기업 | A filtering device for waterworks |
KR100681715B1 (en) * | 2005-04-06 | 2007-02-15 | 주식회사 동호이엔씨 | Upward flow type multi-stage filter apparatus |
KR100809360B1 (en) * | 2007-03-13 | 2008-03-05 | 재단법인 한국계면공학연구소 | Up and downflow two stage filter |
CN107410159A (en) * | 2016-05-23 | 2017-12-01 | 潘坤福 | Landscape aquarium filtering system |
KR102073043B1 (en) * | 2019-08-28 | 2020-02-04 | 주식회사 현진기업 | Container-shaped intake filtration storage system with wall protector |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100868778B1 (en) | 2007-04-25 | 2008-11-17 | 앨트웰텍 주식회사 | A water purifier for washing and cooking of water |
KR101508489B1 (en) * | 2012-10-04 | 2015-04-06 | 주식회사 알지비하이텍 | A simplicity wasted water filtering equipment |
CN105293736B (en) * | 2015-11-17 | 2016-09-14 | 华北水利水电大学 | Spring water pretreatment unit and spring water preprocess method |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63209713A (en) * | 1987-02-26 | 1988-08-31 | Tomiya Satou | Drinking water filter |
KR200257125Y1 (en) * | 1999-06-02 | 2001-12-24 | 김문희 | Filtration apparatus of water tank |
KR200205193Y1 (en) * | 2000-05-18 | 2000-12-01 | 임용택 | Simplicity filtration system for waterworks |
KR200258654Y1 (en) * | 2001-08-17 | 2001-12-28 | 김삼식 | Simplicty prompt filtration system for water works |
-
2001
- 2001-12-31 KR KR10-2001-0089349A patent/KR100488613B1/en not_active IP Right Cessation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100495694B1 (en) * | 2004-02-06 | 2005-06-16 | 주식회사 현진기업 | A filtering device for waterworks |
KR100681715B1 (en) * | 2005-04-06 | 2007-02-15 | 주식회사 동호이엔씨 | Upward flow type multi-stage filter apparatus |
KR100809360B1 (en) * | 2007-03-13 | 2008-03-05 | 재단법인 한국계면공학연구소 | Up and downflow two stage filter |
CN107410159A (en) * | 2016-05-23 | 2017-12-01 | 潘坤福 | Landscape aquarium filtering system |
KR102073043B1 (en) * | 2019-08-28 | 2020-02-04 | 주식회사 현진기업 | Container-shaped intake filtration storage system with wall protector |
Also Published As
Publication number | Publication date |
---|---|
KR100488613B1 (en) | 2005-05-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104528982B (en) | Industrial waste water disposal device and process for treating industrial waste water | |
CN108379885A (en) | A kind of detention tank and its combined-flow are from clear method | |
KR100917400B1 (en) | Washing type nature friendly channel for artificial wetland | |
KR20030058803A (en) | Simple waterworks filtration device | |
CN101658739A (en) | Filtering device with filter body adopting flaky filtering material | |
CN102923842B (en) | Aerated biological filtration tank | |
CN202246207U (en) | High-efficiency float and sediment solid-liquid separation device | |
KR200205193Y1 (en) | Simplicity filtration system for waterworks | |
CN212680207U (en) | Filter and filtration system thereof | |
KR101217869B1 (en) | apparatus for treating rainwater | |
CN210438542U (en) | Integrated water purifier | |
CN209010334U (en) | A kind of multidirectional stream biofiltration device | |
KR100945484B1 (en) | Water cleaning apparatus | |
KR101505727B1 (en) | Water-purifying device | |
KR200321407Y1 (en) | A simple clean water device | |
KR20100135374A (en) | Multi-pipe sedimentation apparatus | |
CN216808495U (en) | Purification structure of garden design | |
CN206560706U (en) | A kind of more medium filter | |
KR102416082B1 (en) | Nonpoint pollution source processing facilities using a fiber-ball filter media | |
CN217794782U (en) | Rural small-size sewage treatment device that uses | |
CN218989033U (en) | Sewage treatment device for curtain type membrane | |
CN216909492U (en) | V-shaped filter tank for water purification process | |
CN202658025U (en) | Modularized water-supply device with flocculation floatation sediment upper-layer sand filtration and ultrafiltration membrane | |
CN213610241U (en) | Energy-conserving water purification unit of integration | |
CN108128886A (en) | A kind of membrane filtration and aeration integrated device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
AMND | Amendment | ||
E601 | Decision to refuse application | ||
AMND | Amendment | ||
J201 | Request for trial against refusal decision | ||
B701 | Decision to grant | ||
GRNT | Written decision to grant | ||
FPAY | Annual fee payment |
Payment date: 20130502 Year of fee payment: 9 |
|
FPAY | Annual fee payment |
Payment date: 20140515 Year of fee payment: 10 |
|
FPAY | Annual fee payment |
Payment date: 20150504 Year of fee payment: 11 |
|
LAPS | Lapse due to unpaid annual fee |