KR200165322Y1 - Sewage Distribution Tank for Septic Tank - Google Patents
Sewage Distribution Tank for Septic Tank Download PDFInfo
- Publication number
- KR200165322Y1 KR200165322Y1 KR2019970038106U KR19970038106U KR200165322Y1 KR 200165322 Y1 KR200165322 Y1 KR 200165322Y1 KR 2019970038106 U KR2019970038106 U KR 2019970038106U KR 19970038106 U KR19970038106 U KR 19970038106U KR 200165322 Y1 KR200165322 Y1 KR 200165322Y1
- Authority
- KR
- South Korea
- Prior art keywords
- tank
- septic
- septic tank
- tanks
- wastewater
- 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
Links
- 239000010865 sewage Substances 0.000 title description 6
- 239000002351 wastewater Substances 0.000 claims abstract description 22
- 230000006698 induction Effects 0.000 claims abstract description 4
- 238000000746 purification Methods 0.000 abstract description 7
- 238000004062 sedimentation Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
Classifications
-
- 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
- C02F1/006—Water distributors either inside a treatment tank or directing the water to several treatment tanks; Water treatment plants incorporating these distributors, with or without chemical or biological tanks
-
- 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
- C02F2103/005—Black water originating from toilets
-
- 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
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
본 고안은 발생되는 각종 폐수를 1차 정화하여 정화용량에 맞는 정화조로 분배할 수 있도록 하는 정화조용 오수분배조에 관한 것이다.The present invention relates to a septic tank for septic tank to primaryly purify various wastewaters generated and to distribute them to septic tanks according to the purification capacity.
종래에는 많은량이 발생되는 오폐수는 여러개의 정화조에 골고루 분배가 불가능하여 정화효율을 저하시키는 것이었다.Conventionally, a large amount of wastewater generated is not evenly distributed to several septic tanks, thereby reducing the purification efficiency.
따라서 본 고안은 유입되는 폐수를 침전조(6)에서 산기관(8)을 통하여 혼합되도록 하며, 침전조(6)의 일측에서 유도관(9)과 유입홈(10')을 통하여 다수개의 분배조(11)(12)(13)에 분배된후 각각의 배수관(14)(15)(16)을 통하여 각각의 정화조(3)에 균일한 용량을 분배하도록 구성시켜 유입되는 오폐수를 균일한 용량으로 분배하여 정화조에 공급하므로 정화조의 정화능력을 효과적으로 이용할 수 있는 것이다.Therefore, the present invention allows the incoming wastewater to be mixed in the settling tank (6) through the diffuser (8), a plurality of distribution tanks through the induction pipe (9) and the inlet groove (10 ') on one side of the settling tank (6). 11) After dispensing into 12, 13, it is configured to distribute a uniform volume to each septic tank 3 through each of the drain pipes 14, 15 and 16 to distribute the incoming wastewater in a uniform volume. By supplying to the septic tank will be able to effectively use the purification capacity of the septic tank.
Description
본 고안은 발생되는 각종 폐수를 1차 정화하여 정화용량에 맞는 정화조로 분배할 수 있도록 하는 정화조용 오수분배조에 관한 것이다.The present invention relates to a septic tank for septic tank to primaryly purify various wastewaters generated and to distribute them to septic tanks according to the purification capacity.
종래 각종 폐수가 발생되면 이를 그대로 배출하거나 정화조를 통하여 정화되어진후 배출시키게 된다.When various wastewater is generated in the prior art, it is discharged as it is or after being purified through a septic tank.
그러나 오수합병처리 정화조와 같이 여러가지의 폐수를 한곳에서 모아 처리해야 하거나 집단으로 거주하는 장소에서는 한번에 많은 양의 폐수가 발생하므로 단일 정화조에 의하여 발생되는 영량의 폐수를 처리할 수 없는 결점이 있었다.However, there is a drawback that the wastewater generated by a single septic tank cannot be treated because a large amount of wastewater is generated at a time in a place where several wastewaters have to be collected and treated in one place, such as a septic tank.
이러한 상기의 결점을 해소시키기 위하여 여러개의 정화조를 설치하여 정화하도록 한다.In order to alleviate the above drawbacks, a plurality of septic tanks are installed and purged.
그러나 이러한 여러개의 정화조를 사용하면 여러개의 정화조에 이러한 용량의 폐수를 공급해야만 가장 효과적인 정화를 가능하게 하는 것이나, 한곳으로 모여지는 폐수를 여러개의 정화조에 정확한 용량을 분배할 수 없는 것이었다.However, the use of such multiple septic tanks would provide the most effective purification by supplying these volumes of wastewater to multiple septic tanks, but it was not possible to distribute the exact volume of wastewater collected in one place to multiple septic tanks.
본 고안은 여러개의 정화조에 발생되는 폐수를 일정량씩 분배하여 균일한 정화가 이루어 지도록 하는 분배조에 관한 것이다.The present invention relates to a distribution tank for uniform purification by distributing wastewater generated in several septic tanks by a certain amount.
본 고안은 유입되는 다량의 폐수를 산기관을 통하여 하측으로 침전되지 않고 부유되도록 하여 1차 정화되도록 하며, 침전조에서 다수개로 분리되어 있는 분배조를 통하여 여러개의 정화조에 정확한 분배를 이루도록 하는 특징을 제공한다.The present invention provides a feature that allows a large amount of influent wastewater to be purified first by allowing it to float without being settled down through the diffuser, and to achieve accurate distribution to multiple septic tanks through a plurality of distribution tanks separated from the sedimentation tank. do.
도1은 본 고안의 실시예를 나타내기 위한 흐름도.1 is a flow chart for showing an embodiment of the present invention.
도2는 본 고안의 설치상태 단면도.Figure 2 is a cross-sectional view of the installation state of the present invention.
도3은 본 고안의 평면도.Figure 3 is a plan view of the present invention.
도4는 본 고안의 웨어에 대한 측면도.Figure 4 is a side view of the wear of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 폐수발생부 2 : 오수분배조1: Wastewater generation unit 2: Sewage distribution tank
3 : 정화조 4 : 몸체3: septic tank 4: body
6 : 침진조 7 : 산기파이프6: settling tank 7: acid pipe
8 : 산기관 9 : 유도관8: diffuser 9: guide tube
10 : 웨어 10' : 유입홈10: wear 10 ': inflow groove
11, 12, 13 : 분배조 14, 15, 16 : 배수관11, 12, 13: distribution tanks 14, 15, 16: drain pipe
본 고안은 도1과 같이 각종 폐수가 발생되는 폐수발생부(1)에서 연결관(1')을 통하여 오수분배조(2)에 유입되며 이를 다시 여러개의 연결관(2')을 통하여 각각의 정화조(3)에 연결하여 유입된 폐수를 분배하도록 구성한다.The present invention is introduced into the sewage distribution tank (2) through the connection pipe (1 ') in the wastewater generating unit (1) where various waste water is generated as shown in Figure 1 and through each of the plurality of connection pipes (2') It is configured to connect to the septic tank (3) to distribute the incoming wastewater.
상기 오수분배조(2)는 연결관(1')과 연결되어진 입수관(5)이 설치되는 몸체(4)의 내부에는 침전조(6)를 설치하여 이곳에 외부에서 공기를 공급받아 산기파이프(7)를 통하여 하측에서 산기관(8)으로 공기를 공급하여 유입되는 폐수중의 침전물이 발생하지 않도록 혼합되어지면서 분해되어 진다.The sewage distribution tank (2) is installed inside the body (4) in which the inlet pipe (5) connected to the connection pipe (1 ') is provided with a settling tank (6) where the air is supplied from the outside air pipe ( 7) It is mixed and decomposed so as not to generate sediment in the wastewater introduced by supplying air to the diffuser 8 through the lower side.
몸체(4)에서 침전조(6)는 면적을 절반정도 차지하며 나머지는 웨어(10)로 구획 되어진후 적어도 2개 내지 5개의 분배조(11)(12)(13)로 나누어 진다.The sedimentation tank 6 in the body 4 occupies about half the area and the remainder is divided into weirs 10 and is divided into at least two to five distribution tanks 11, 12, 13.
웨어(10)에는 분배조(11)(12)(13)에 연결되도록 유입홈(10')이 설치되는 동시에 침전조(6)쪽에 유도관(9)으로 연결한다.The wear 10 is provided with an inflow groove 10 ′ so as to be connected to the distribution tanks 11, 12, 13, and connected to the settling tank 6 by an induction pipe 9.
그러면 침전조(6)에서는 산기관(8)으로 배출되는 공기에 의하여 공급되는 내용물중 고형분은 가라앉지 않고 혼합되면서 분해되어 정화가 1차로 이루어지며, 유도관(9)을 통하여 유입홈(10')에서 다수개로 분리된 분배조(11)(12)(13)에 균일하게 분배되어 유입된다.Then, in the settling tank (6), the solids in the contents supplied by the air discharged to the diffuser (8) are decomposed and mixed while not sinking, and the purification is primarily performed. The inlet groove (10 ') is introduced through the induction pipe (9). It is uniformly distributed into the distribution tank (11) (12) (13) separated into a plurality in the inflow.
유입된 폐수는 분배조(11)(12)(13)에서 각각의 배수관(14)(15)(16)을 통하여 연결관(2')에 의해 각각의 정화조(3)들에 공급되어 진다.The introduced wastewater is supplied to the respective septic tanks 3 by the connecting pipes 2 'through the respective drain pipes 14, 15 and 16 in the distribution tanks 11, 12 and 13.
몸체(4)의 상측으로 덮개(17)가 설치되어지며 상단에는 가스배출파이프(18)를 설치하여 내부에서 발생되는 가스를 배출하도록 한다.The cover 17 is installed on the upper side of the body 4 and the gas discharge pipe 18 is installed at the upper end to discharge the gas generated therein.
따라서 본 고안은 발생되는 폐수의 유입량이 많은 경우에도 분배조(11)(12)(13)에 의하여 균일하게 분배한후 균일한 용량을 정화조(3)에 공급하여 균일한 용량 즉, 정화조(3)의 정화능력에 해당하는 용량을 분배하여 효과적으로 정화시키게 된다.Therefore, the present invention is uniformly distributed by the distribution tanks 11, 12 and 13 even when the amount of wastewater generated is large, and then the uniform capacity is supplied to the septic tank 3, that is, the septic tank 3 It will effectively purify by dispensing the capacity corresponding to the purifying capacity of).
여기서 분배조는 복수개로 다수개를 설치하되 오수분배조를 복수개로 설치할 수도 있는 것이다.Here, a plurality of distribution tanks may be installed, but a plurality of sewage distribution tanks may be installed.
본 고안은 대용량으로 발생되는 오폐수를 오수분배조에 모아서 고형분이 침전되지 않고 혼합되면서 분해되면서 정화되도록 한후 다수개의 분배조로 분배되어 공급된후 분배조에 의하여 다수개의 정화조에 균일한 용량이 분배되도록 하여 효과적인 정화를 가능하게 하는 것이다.The present invention collects the waste water generated in a large capacity in the sewage distribution tank so that the solids are decomposed and mixed while not being precipitated, and then purified. To make it possible.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019970038106U KR200165322Y1 (en) | 1997-12-17 | 1997-12-17 | Sewage Distribution Tank for Septic Tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019970038106U KR200165322Y1 (en) | 1997-12-17 | 1997-12-17 | Sewage Distribution Tank for Septic Tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR980002855U KR980002855U (en) | 1998-03-30 |
| KR200165322Y1 true KR200165322Y1 (en) | 2000-01-15 |
Family
ID=19517190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019970038106U Expired - Fee Related KR200165322Y1 (en) | 1997-12-17 | 1997-12-17 | Sewage Distribution Tank for Septic Tank |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200165322Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010088267A (en) * | 2000-06-30 | 2001-09-26 | 염병대 | Multiple distribution tank for water treatment plant and sewage treatment plant |
-
1997
- 1997-12-17 KR KR2019970038106U patent/KR200165322Y1/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010088267A (en) * | 2000-06-30 | 2001-09-26 | 염병대 | Multiple distribution tank for water treatment plant and sewage treatment plant |
Also Published As
| Publication number | Publication date |
|---|---|
| KR980002855U (en) | 1998-03-30 |
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