KR940008625Y1 - Septic tank for livestock sewage - Google Patents
Septic tank for livestock sewage Download PDFInfo
- Publication number
- KR940008625Y1 KR940008625Y1 KR2019910024734U KR910024734U KR940008625Y1 KR 940008625 Y1 KR940008625 Y1 KR 940008625Y1 KR 2019910024734 U KR2019910024734 U KR 2019910024734U KR 910024734 U KR910024734 U KR 910024734U KR 940008625 Y1 KR940008625 Y1 KR 940008625Y1
- Authority
- KR
- South Korea
- Prior art keywords
- tank
- sewage
- septic tank
- hole
- oxidizing
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Fee Related
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Classifications
-
- 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
- B01D21/003—Sedimentation tanks provided with a plurality of compartments separated by a partition wall
-
- 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
- C02F11/02—Biological 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
- C02F3/28—Anaerobic digestion processes
- C02F3/2866—Particular arrangements for anaerobic reactors
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F11/00—Cesspools
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/20—Nature of the water, waste water, sewage or sludge to be treated from animal husbandry
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- Life Sciences & Earth Sciences (AREA)
- Water Supply & Treatment (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Microbiology (AREA)
- Organic Chemistry (AREA)
- Health & Medical Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Public Health (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Molecular Biology (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
내용 없음.No content.
Description
제1도는 본 고안의 분해 사시도.1 is an exploded perspective view of the present invention.
제2도는 본 고안의 사용상태 단면도.2 is a cross-sectional view of the use state of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 정화조 2 : 뚜껑체1: septic tank 2: lid
2a : 통공(오물 유입구) 2b : 통공(오수배출구)2a: through hole (soil inlet) 2b: through hole (sewage outlet)
2c : 정화조 청소용 통공 3 : 덮개판2c: through hole for septic tank cleaning 3: cover plate
4a : 파이프(오물 유입관) 4b : 파이프(오수배출관)4a: Pipe (Sewage Inlet) 4b: Pipe (Sewage)
5 : 부식 침전조 6 : 내통(오물부식조)5: corrosion precipitation tank 6: inner cylinder (dirt corrosion tank)
6a : 통공(오물유입구) 6b : 통공(오물배출구)6a: through hole (dirt inlet) 6b: through hole (dirt outlet)
7 : 외통(오수침전조) 8 : 산화조7: outer cylinder (sewage sedimentation tank) 8: oxidation tank
9 : 바닥판 9a : 통공(오수유입구)9: bottom plate 9a: through hole (sewage inlet)
9b : 내통삽입구 10 : 관체9b: inner cylinder insertion hole 10: tube
10a : 통공(오물유입관 삽입구멍) 11 : 격판10a: through hole (dirt inlet pipe insertion hole) 11: diaphragm
11a : 통공 12 : 산화실11a: through hole 12: oxidation chamber
본 고안은 배설물의 정화 처리를 위하여 화장실 또는 축사의 오물 배출구와 하수구의 중간에 매설되는 정화조에 관한 것으로서 정화조 오물 부식조 상단의 오물 배출구에 오물 산화조를 장설하여 정화조로 유입된 오물이 오물 부식조에서 부식된후 하수구로 배출되기 전에 오물 산화조에서 충분히 산화되어 배출되게 함으로써 정화조의 오물 정화 기능을 보다 향상시켜 환경 오손을 방지하기 위한 것이다.The present invention relates to a septic tank buried in the middle of a sewage outlet and a sewer in a toilet or barn for the treatment of feces. This is to prevent the environmental pollution by further improving the septic purification function of the septic tank by allowing the oxidized tank to be sufficiently oxidized and discharged from the oxidizing tank before being discharged to the sewer after being corroded.
종래의 정화조는 정화조 내로 유입된 오물이 정화조 내에서 부식 및 침전 정화된후 바로 하수구로 배출되었기 때문에 오물이 정화조 내에서 정화되었다고는 하나 미처 산화가 이루어지기 전의 상태로서 하수구로 배출됨으로써 하수구로 배출된 오수는 생화학적 산소요구량이 높아 환경 오염이 큰 폐단이 있었다.The conventional septic tank is discharged to the sewer because it is discharged to the sewer as it was purified in the septic tank. Sewage has high biochemical oxygen demand and has a high environmental pollution.
따라서 본 고안은 정화조의 상단 오물 배출구에 정화된 오수의 산화를 위한 산화조를 장설하여, 정화조 내에서 부식 침전되어 정화된 오수를 하수구에 배출하기 전에 충분히 산화 시킴으로써, 하수구로 배출되는 오수는 생화학적 산소요구량이 낮은 생수(生水)가 되게 하여 오수로 인한 환경오염을 최소화 하기 위한 것이다.Therefore, the present invention establishes an oxidizing tank for oxidation of the purified sewage at the upper sewage outlet of the septic tank, and oxidizes the sewage discharged to the sewage by oxidizing the sewage that has been purified and corroded in the septic tank before discharged to the sewer. It is to minimize the environmental pollution caused by the sewage by making the oxygen water demand low.
본 고안의 구성과 작용효과를 첨부도면에 의하여 상세히 설명하면 다음과 같다.Referring to the configuration and effect of the present invention in detail by the accompanying drawings as follows.
본 고안은 내통(6)과 외통(7)으로 형성된 오물 부식 및 침전조(5) 상단에 오물 유입구(2a)와 오수배출구(2b) 및 정화조 청소용 통공(2c)을 갖는 뚜껑체(2)를 덮어서 된 통상의 오물 정화조의 구성에 있어서 부식 침전조(5)의 상단 즉 부식 침전조(5)와 뚜껑체(2)사이에 산화조(8)를 간설하여서 된 것으로서 산화조(8)는 원형으로된 바닥판(9) 중앙통공(9b)에 통공(10a)을 갖는 관체(10)를 입설하고 관체(10) 외주면 바닥판(9) 상측으로 통공(11a)을 갖는 격판(11)을 방사상으로 수개 입설하며, 바닥판 일측에 오수 유입용의 통공(9a)을 천설하여서 된 것이다.The present invention covers the lid body (2) having a dirt inlet (2a) and a sewage outlet (2b) and a septic tank cleaning hole (2c) on the top of the dirt corrosion and sedimentation tank (5) formed of the inner cylinder (6) and the outer cylinder (7) In the construction of a conventional waste septic tank, the top of the corrosion precipitation tank 5, that is, the oxidation tank 8 is interposed between the corrosion precipitation tank 5 and the lid 2, and the oxidation tank 8 has a circular bottom. Plate (9) Enters the tubular body (10) having the through hole (10a) in the central through hole (9b), and the diaphragm (11) having the through hole (11a) on the outer circumferential surface bottom plate (9) of the tubular body (10) is placed radially several times. And, it is made by laying a through hole (9a) for the introduction of sewage on one side of the bottom plate.
도면중의 미설명 부호(3)은 정화조 청소용 통공(2c)의 덮개판(3)이고 (6a)는 내통(5)의 오물 유입용 통공(6a)이며 (6b)는 부식된 오물을 침전조(7, 외통)로 배출 시키기 위한 오수 배출용 통공(6b)이다.In the drawing, reference numeral 3 denotes a cover plate 3 of the septic tank cleaning hole 2c, 6a is a waste inlet hole 6a of the inner cylinder 5, and 6b is a sedimentation tank ( 7, external cylinder) for the discharge of sewage through holes (6b).
이상과 같은 본 고안은 부식조인 내통(6)에 산화조(8)의 관체(10)를 삽설하여 내통(6)의 오물 유입용 통공(6a)과 산화조(8) 관체(10)의 오물 유입용 통공(10a)을 일치시키고, 부식 및 침전조(5)의 외통(7)에 뚜껑(2)을 덮어서 뚜껑(2)의 오물 유입용 통공(2a)을 산화조(8) 관체(10)의 통공(10a) 및 부식 침전조(5) 내통(6)의 오물 유입 구멍(6a)을 관통하게 파이프(4a)를 삽설하고, 뚜껑체(2)의 오물 배출구(2b)에 파이프(4b)를 삽설한후 오물 배출용 파이프(4b)는 하수구에 연결하고 오물 유입용 파이프(4a)는 축사 또는 화장실의 오물 배출구에 연결하여 축사 또는 화장실 내에서 배출되는 오물을 정화조(1)에서 정화 및 산화시켜 하수구로 배출하는 것으로서 본 고안은 오물 유입용 파이프(4a)를 통하여 정화조(1)내로 유입되는 오물이 부식침전조(5)의 내통(6)에서 부식되고 외통(7)에서 침전정화된후 정화된 오수가 하수구로 배출되기전 산화조(8) 바닥판(9) 통공(9a)을 통하여 산화조(8)의 각격판(11)사이 산화실(12)에 유입되어 산화조(8)의 각 산화실(12)에서 산화가 이루어지기 때문에 정화조(1)에서 배출되는 오수는 생화학적 산소 요구량이 극히 낮은 생수가 되는 것이다.The present invention as described above inserts the tubular body 10 of the oxidizing tank 8 into the inner barrel 6, which is a corrosion tank, so that the filth of the inlet 6a and the oxidizing tank 8 of the oxidizing tank 8 can be inserted into the tubular body 10 of the oxidizing tank 8. Match the inflow openings 10a, cover the outer cylinder 7 of the corrosion and precipitation tank 5, and cover the inflow openings 2a of the lid 2 with the oxidation tank 8 tubular body 10. The pipe 4a is inserted through the through hole 10a of the through hole and the waste inflow hole 6a of the inner tube 6 of the corrosion precipitation tank 5, and the pipe 4b is inserted into the waste discharge port 2b of the lid 2. After inserting, the pipe for discharge of waste (4b) is connected to the sewer, and the pipe for inlet (4a) is connected to the waste outlet of the barn or toilet to purify and oxidize the waste discharged in the barn or toilet in the septic tank (1). As designed to discharge into the sewer, the present invention is a filth introduced into the septic tank (1) through the pipe (4a) for filth inflow is corroded in the inner cylinder (6) of the corrosion sedimentation tank (5) and the outer cylinder (7) After clarification and purification, the purified sewage flows into the oxidation chamber 12 between the partition plates 11 of the oxidizing tank 8 through the bottom of the oxidizing tank 8, the bottom plate 9, and the through hole 9a. Since oxidation occurs in each oxidation chamber 12 of the oxidizing tank 8, the effluent discharged from the septic tank 1 becomes bottled water with extremely low biochemical oxygen demand.
즉 산화조 바닥판(9)의 통공(9a)을 통하여 산화조(8)로 유입된 오수는 산화조 각 격판(11)사이의 산화실(12)에 고인후 오수의 수위가 격판(11)의 통공(11a)에 이르게 되면 비로소 다음 산화실(12)로 넘어가기 때문에 정화조(1)의 부식 및 침전조(5)에서 부식 및 침전되어 정화된 오수가 하수구로 배출되기전 산화조(8)에서 상당한 시간을 지체하게 됨으로써 오수에 대한 산소 함유률이 높아져 산화조(8)에서 배출되는 오수는 생화학적 산소 요구량이 극히 낮은 생수가 되는 것이다.That is, the filthy water introduced into the oxidizing tank 8 through the through hole 9a of the oxidizing tank bottom plate 9 is accumulated in the oxidation chamber 12 between the oxidizing tank diaphragms 11, and the water level of the sewage is the diaphragm 11. When it reaches to the through hole 11a, it is finally passed to the next oxidation chamber 12, so that the septic tank 1 is corroded and precipitated in the septic tank 5, and the purified sewage is discharged to the sewer. By delaying considerable time, the oxygen content of the sewage is increased, and the wastewater discharged from the oxidizing tank 8 becomes bottled water having extremely low biochemical oxygen demand.
이상과 같이 본 고안은 정화조(1)의 부식 침전조(5) 상단에 산화조(8)를 장설하여 정화조(1)에서 배출되는 오수의 산소 함유률을 높임으로써 환경보호에 크게 이바지 할수 있는 매우 실용적인 고안이다.As described above, the present invention is very practical that can greatly contribute to environmental protection by increasing the oxygen content of sewage discharged from the septic tank 1 by installing an oxidizing tank 8 on the top of the corrosion precipitation tank 5 of the septic tank 1. It is devised.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019910024734U KR940008625Y1 (en) | 1991-12-28 | 1991-12-28 | Septic tank for livestock sewage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019910024734U KR940008625Y1 (en) | 1991-12-28 | 1991-12-28 | Septic tank for livestock sewage |
Publications (2)
Publication Number | Publication Date |
---|---|
KR930014318U KR930014318U (en) | 1993-07-27 |
KR940008625Y1 true KR940008625Y1 (en) | 1994-12-26 |
Family
ID=19326317
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2019910024734U Expired - Fee Related KR940008625Y1 (en) | 1991-12-28 | 1991-12-28 | Septic tank for livestock sewage |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR940008625Y1 (en) |
-
1991
- 1991-12-28 KR KR2019910024734U patent/KR940008625Y1/en not_active Expired - Fee Related
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Publication number | Publication date |
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KR930014318U (en) | 1993-07-27 |
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Comment text: Application for Utility Model Registration Patent event code: UA01011R08D Patent event date: 19911228 |
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Patent event code: UG16041S01I Comment text: Decision on Publication of Application Patent event date: 19941130 |
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Patent event date: 19950307 Comment text: Decision to Grant Registration Patent event code: UE07011S01D |
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