[go: up one dir, main page]

KR940008625Y1 - Septic tank for livestock sewage - Google Patents

Septic tank for livestock sewage Download PDF

Info

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
Application number
KR2019910024734U
Other languages
Korean (ko)
Other versions
KR930014318U (en
Inventor
이상철
Original Assignee
이상철
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 이상철 filed Critical 이상철
Priority to KR2019910024734U priority Critical patent/KR940008625Y1/en
Publication of KR930014318U publication Critical patent/KR930014318U/en
Application granted granted Critical
Publication of KR940008625Y1 publication Critical patent/KR940008625Y1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/003Sedimentation tanks provided with a plurality of compartments separated by a partition wall
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/02Biological treatment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/28Anaerobic digestion processes
    • C02F3/2866Particular arrangements for anaerobic reactors
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F11/00Cesspools
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/20Nature of the water, waste water, sewage or sludge to be treated from animal husbandry

Landscapes

  • 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

축산용 오수 정화조Livestock Sewage Septic Tank

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)

배설물 정화조를 형성함에 있어서, 정화조의 부식침전조(5)와 뚜껑체(2) 사이에 산화조(8)를 간설하되, 산화조(8)는 원형으로된 바닥판(9)의 중앙 통공(9b)에 관체(10)를 입설하고, 관체(10) 외주면 바닥판(9) 상측으로 통공(11a)을 갖는 격판(11)을 방사상으로 수개 입설하며, 바닥판(9) 일측에 오물 유입용 통공(9a)을 천설하여서 된 것에 특징이 있는 축산용 오수 정화조.In forming the fecal septic tank, the oxidation tank 8 is interposed between the erosion sedimentation tank 5 and the lid body 2 of the septic tank, and the oxidizing tank 8 is the central through hole 9b of the bottom plate 9 which is circular. ) Pipes 10 are placed in the pipe, radially several holes 11a having holes 11a are placed on the outer circumferential surface of the bottom surface of the pipe body 10, and holes for inflow of dirt to one side of the bottom plate 9 are provided. A livestock wastewater septic tank characterized by the installation of (9a).
KR2019910024734U 1991-12-28 1991-12-28 Septic tank for livestock sewage Expired - Fee Related KR940008625Y1 (en)

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)

Also Published As

Publication number Publication date
KR930014318U (en) 1993-07-27

Similar Documents

Publication Publication Date Title
JPH0550360B2 (en)
DE502006007333D1 (en) DEVICE FOR WASTEWATER CLEANING
KR940008625Y1 (en) Septic tank for livestock sewage
JP4311555B2 (en) Wastewater septic tank
WO2020246684A1 (en) Odor-blocking septic tank
CN207792980U (en) A kind of special integrated equipment for wastewater treatment of sanitary sewage
CN220393505U (en) Wastewater purification tank convenient for diversion
CN217711010U (en) Sewage ecological toilet for microbial degradation of excrement
KR200165322Y1 (en) Sewage Distribution Tank for Septic Tank
KR200234645Y1 (en) Separation drain socket for sewage and rain water
JP2004238947A (en) Muddy water separator
KR950002026Y1 (en) Septic tank
KR200303115Y1 (en) Tank for purification of sewage
KR100428919B1 (en) Planar septic tank by multiple settling tank
KR100556710B1 (en) Pipeline Water Treatment Unit
HRP20080570T3 (en) Water treatment plant having concentric basins
KR960041080A (en) Method and apparatus for purification of soil-covered sewage
JP2005000836A (en) Pollution removal system
CN201660527U (en) A domestic sewage treatment device
KR840001104B1 (en) Apparatus for treating waste water, or sewage by aerobic processes
RU2002132333A (en) DEVICE FOR CLEANING OIL-CONTAINING WASTE WATERS
RU180556U1 (en) Sewer treatment device
KR0165529B1 (en) Waste water purification device
KR960004235A (en) Natural filtration of septic tank effluent
KR970061797A (en) Cyphonic filter wheel ostrich of sewage, manure consolidation tank

Legal Events

Date Code Title Description
A201 Request for examination
UA0108 Application for utility model registration

Comment text: Application for Utility Model Registration

Patent event code: UA01011R08D

Patent event date: 19911228

UA0201 Request for examination

Patent event date: 19911228

Patent event code: UA02012R01D

Comment text: Request for Examination of Application

UG1501 Laying open of application
UG1604 Publication of application

Patent event code: UG16041S01I

Comment text: Decision on Publication of Application

Patent event date: 19941130

E701 Decision to grant or registration of patent right
UE0701 Decision of registration

Patent event date: 19950307

Comment text: Decision to Grant Registration

Patent event code: UE07011S01D

REGI Registration of establishment
UR0701 Registration of establishment

Patent event date: 19950313

Patent event code: UR07011E01D

Comment text: Registration of Establishment

UR1002 Payment of registration fee

Start annual number: 1

End annual number: 3

Payment date: 19950310

LAPS Lapse due to unpaid annual fee
UC1903 Unpaid annual fee