CN208356292U - A kind for the treatment of tank - Google Patents
A kind for the treatment of tank Download PDFInfo
- Publication number
- CN208356292U CN208356292U CN201820251998.6U CN201820251998U CN208356292U CN 208356292 U CN208356292 U CN 208356292U CN 201820251998 U CN201820251998 U CN 201820251998U CN 208356292 U CN208356292 U CN 208356292U
- Authority
- CN
- China
- Prior art keywords
- sedimentation
- filtration ditch
- filtration
- ditch
- water inlet
- 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
- 238000001914 filtration Methods 0.000 claims abstract description 81
- 238000004062 sedimentation Methods 0.000 claims abstract description 65
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 51
- 239000010865 sewage Substances 0.000 claims abstract description 31
- 238000001556 precipitation Methods 0.000 claims abstract description 11
- 239000010802 sludge Substances 0.000 claims description 17
- 239000007788 liquid Substances 0.000 claims description 6
- 230000000694 effects Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000001376 precipitating effect Effects 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 206010021143 Hypoxia Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000007954 hypoxia Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a kind for the treatment of tanks, it is arranged side by side and is formed by multiple sedimentation and filtration ditches, water inlet and discharge outlet are equipped on each sedimentation and filtration ditch, water inlet on adjacent sedimentation and filtration ditch is sequentially connected with discharge outlet, it is characterized by: sedimentation and filtration ditch is arranged on the side wall of bottom of pond side in the water inlet, sedimentation and filtration ditch is arranged on the side wall of the side Chi Ding in the discharge outlet, multiple filter layers are equipped in the sedimentation and filtration ditch between water inlet and water outlet, filter layer in the multiple sedimentation and filtration ditch successively reduces, the bottom of the sedimentation and filtration ditch is V-arrangement, the bottom of V-arrangement is equipped with sewage draining exit, mud guard is equipped in sedimentation and filtration ditch between water inlet and bottom.Filter plate height in the utility model multi stage precipitation filtering ponds successively reduces, and improves the filter efficiency of sewage.
Description
Technical field
The utility model relates to a kind of sewage disposal device, especially a kind for the treatment of tank.
Background technique
In today of rapid economic development, water resource also becomes to be becoming tight day, with the development in epoch and science and technology, Ren Minsheng
Benefit improves running water on ordinary days, and requirement of the mankind to living environment is also higher and higher, and the chemical companies such as food, papermaking, steel are raw
A large amount of sewage can be discharged during production, the pollution of water resource has become one of the problem of society most pays close attention to, a large amount of sewage
Discharge, further destroys water environment, these sewage belong to organic wastewater, sewage direct emission without processing
Into river, be directly discharged in nature water body that the dissolved oxygen in water can be consumed rapidly, cause water hypoxia, influence fish and
The existence of other aquatic organisms, while the easy suspended matter in sewage easily decomposes under anaerobic and generates foul smell, deteriorates water quality, seriously
Environment is destroyed, people's production and life is affected.
Summary of the invention
In order to solve deficiency in the prior art, the purpose of this utility model is to provide a kind of structure is simple, processing effect
The high treatment tank of rate.
To achieve the above object, the utility model uses following technical scheme:
A kind for the treatment of tank, by multiple sedimentation and filtration ditches be arranged side by side form, be equipped on each sedimentation and filtration ditch into
The mouth of a river and discharge outlet, the water inlet on adjacent sedimentation and filtration ditch are sequentially connected with discharge outlet, and the water inlet setting was precipitating
On the side wall of bottom of pond side, sedimentation and filtration ditch is arranged on the side wall of the side Chi Ding in the discharge outlet, described in filter tank
Multiple filter layers, the filter layer in the multiple sedimentation and filtration ditch are equipped in sedimentation and filtration ditch between water inlet and water outlet
It successively reduces, the bottom of the sedimentation and filtration ditch is V-arrangement, and the bottom of V-arrangement is equipped with sewage draining exit, is located at water inlet in sedimentation and filtration ditch
Mud guard is equipped between bottom.
The sedimentation and filtration ditch is 3, respectively level-one sedimentation and filtration ditch, two-stage precipitation filtering ponds, three-level precipitating filtering
Pond, level-one sedimentation and filtration ditch, two-stage precipitation filtering ponds, filter layer successively stepped row from high to low in three-level sedimentation and filtration ditch
Column,
The mud guard is arranged by the baffle spacing side by side of multiple strips and is formed, and falls seam between baffle for sludge, is kept off
Fall seam to the sludge of two sides from middle part and be formed slopely inverted V-shaped in the upper end of plate.
The sewage draining exit of the multiple sedimentation and filtration ditch is sequentially connected by pipeline.
The pipeline is obliquely installed.
The sewage draining exit is equipped with the valve of control of sewage disposal mouth opening and closing.
High liquid level sensor and bottom liquid level sensor are equipped in each sedimentation and filtration ditch.
The utility model uses above technical scheme, and sewage successively passes through level-one sedimentation and filtration ditch, two-stage precipitation from pond
Filtering ponds, three-level sedimentation and filtration ditch, in sedimentation and filtration ditch, sewage flows from bottom to top, is filtered by multiple filter layers
Removal of impurities, filtered water flow filter remaining sludge sundries and settle down, from the dirt on mud guard to next stage sedimentation and filtration ditch
Mud falls the bottom that seam falls on filtering ponds, and bottom is equipped with sewage draining exit, and sewage draining exit is equipped with valve, when sludge accumulates to a certain amount of
It waits by opening valve, sludge passes through bottom pipe again from sewage draining exit and is collected processing, the mistake in multi stage precipitation filtering ponds
Filter plate height successively reduces, and during the filtration process, due to the presence of difference in height, there are water out for the water inlet of next stage for such water
It presses, the water in water pressure pushing sedimentation and filtration ditch flows up, and water can be accelerated to improve dirt by filter plate under the effect of the pressure
The filter efficiency of water, while the lower section of water inlet is equipped with mud guard, water flow will not directly be impacted on sludge, be avoided in water flow
The sludge for being deposited on bottom is caused to raise under impact again.
Detailed description of the invention
The utility model is described in further details below in conjunction with the drawings and specific embodiments:
Fig. 1 is a kind of structural schematic diagram for the treatment of tank of the utility model；
Fig. 2 is the structural schematic diagram of the utility model mud guard.
Specific embodiment
As shown in attached drawing 1 or 2, the utility model is arranged side by side by multiple sedimentation and filtration ditches 1 and is formed, each sedimentation and filtration ditch
Water inlet 11 and discharge outlet 12 are equipped on 1, the water inlet 11 on adjacent sedimentation and filtration ditch 1 is sequentially connected with discharge outlet 12, institute
It states water inlet 11 and sedimentation and filtration ditch 1 is set on the side wall of bottom of pond side, the discharge outlet 12 is arranged in sedimentation and filtration ditch 1
On the side wall of the side Chi Ding, multiple filter layers are equipped in the sedimentation and filtration ditch 1 between water inlet 11 and water outlet
2, the filter layer 2 in the multiple sedimentation and filtration ditch 1 successively reduces, and the bottom of the sedimentation and filtration ditch 1 is V-arrangement, the bottom of V-arrangement
Equipped with sewage draining exit 13, mud guard 3 is equipped between water inlet 11 and bottom in sedimentation and filtration ditch 1.The sedimentation and filtration ditch 1 is
3, respectively level-one sedimentation and filtration ditch 14, two-stage precipitation filtering ponds 15, three-level sedimentation and filtration ditch 16, level-one sedimentation and filtration ditch
14, two-stage precipitation filtering ponds 15, the successively stepped arrangement from high to low of filter layer 2 in three-level sedimentation and filtration ditch 16, the gear
Mud plate 3 is arranged by 31 spacing side by side of baffle of multiple strips and is formed, and falls seam 32, the upper end of baffle 31 between baffle for sludge
Fall seam 32 to the sludge of two sides from middle part and is formed slopely inverted V-shaped.The sewage draining exit 13 of the multiple sedimentation and filtration ditch 1 passes through pipeline
4 are sequentially connected.The pipeline 4 is obliquely installed.The sewage draining exit 13 is equipped with the valve 17 that control of sewage disposal mouth 13 opens and closes.It is described every
High liquid level sensor and bottom liquid level sensor (showing in figure) are equipped in a sedimentation and filtration ditch 1.
When utility model works, sewage successively pass through from pond level-one sedimentation and filtration ditch 14, two-stage precipitation filtering ponds 15,
Three-level sedimentation and filtration ditch 16, in sedimentation and filtration ditch, sewage flows from bottom to top, is filtered removal of impurities by multiple filter layers,
Filtered water flow filters remaining sludge sundries and settles down, fall from the sludge on mud guard to next stage sedimentation and filtration ditch
The bottom that seam falls on filtering ponds is fallen, bottom is equipped with sewage draining exit, and sewage draining exit is equipped with valve, leads to when sludge accumulates to a certain amount of
Opening valve is crossed, sludge passes through bottom pipe again from sewage draining exit and is collected processing, the filter plate in multi stage precipitation filtering ponds
Height successively reduces, and during the filtration process, due to the presence of difference in height, the water inlet of next stage goes out there are hydraulic pressure such water,
Water in water pressure pushing sedimentation and filtration ditch flows up, and water can be accelerated to improve sewage by filter plate under the effect of the pressure
Filter efficiency, while the lower section of water inlet is equipped with mud guard, and water flow will not directly impact on sludge, avoid and rush in water flow
Hitting down causes the sludge for being deposited on bottom to raise again.
Claims (6)
1. a kind for the treatment of tank is arranged side by side by multiple sedimentation and filtration ditches and is formed, is equipped on each sedimentation and filtration ditch into water
Mouthful and discharge outlet, the water inlet on adjacent sedimentation and filtration ditch be sequentially connected with discharge outlet, it is characterised in that: the water inlet is arranged
In sedimentation and filtration ditch on the side wall of bottom of pond side, sedimentation and filtration ditch is arranged in close to the side wall of the side Chi Ding in the discharge outlet
On, multiple filter layers are equipped in the sedimentation and filtration ditch between water inlet and water outlet, in the multiple sedimentation and filtration ditch
Filter layer successively reduce, the bottom of the sedimentation and filtration ditch is V-arrangement, and the bottom of V-arrangement is equipped with sewage draining exit, position in sedimentation and filtration ditch
Mud guard is equipped between water inlet and bottom.
2. a kind for the treatment of tank according to claim 1, it is characterised in that: the sedimentation and filtration ditch is 3, respectively
Level-one sedimentation and filtration ditch, two-stage precipitation filtering ponds, three-level sedimentation and filtration ditch, level-one sedimentation and filtration ditch, two-stage precipitation filtering ponds, three
Grade sedimentation and filtration ditch in filter layer successively stepped arrangement from high to low, the mud guard by multiple strips baffle side by side
Interval setting is formed, and falls seam between baffle for sludge, the upper end of baffle is fallen seam to the sludge of two sides from middle part and is formed slopely
Inverted V-shaped.
3. a kind for the treatment of tank according to claim 1, it is characterised in that: the sewage draining exit of the multiple sedimentation and filtration ditch
It is sequentially connected by pipeline.
4. a kind for the treatment of tank according to claim 3, it is characterised in that: the pipeline is obliquely installed.
5. a kind for the treatment of tank according to claim 1, it is characterised in that: the sewage draining exit is equipped with control of sewage disposal mouth
The valve of opening and closing.
6. a kind for the treatment of tank according to claim 1, it is characterised in that: be equipped in each sedimentation and filtration ditch
High liquid level sensor and bottom liquid level sensor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820251998.6U CN208356292U (en) | 2018-02-12 | 2018-02-12 | A kind for the treatment of tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820251998.6U CN208356292U (en) | 2018-02-12 | 2018-02-12 | A kind for the treatment of tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208356292U true CN208356292U (en) | 2019-01-11 |
Family
ID=64921907
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820251998.6U Expired - Fee Related CN208356292U (en) | 2018-02-12 | 2018-02-12 | A kind for the treatment of tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208356292U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111494993A (en) * | 2020-04-30 | 2020-08-07 | 何淑会 | An annular multi-stage sedimentation tank for sewage treatment |
| CN111514652A (en) * | 2020-04-30 | 2020-08-11 | 开平市建和管桩有限公司 | Sewage treatment system |
| CN111646622A (en) * | 2020-05-28 | 2020-09-11 | 河南省中能联建地热工程有限公司 | Filtration that sewage source heat pump system pump hole was used |
| CN112316557A (en) * | 2020-10-30 | 2021-02-05 | 邓权塑业科技（湖南）有限公司 | Circulating water treatment system with multiple sedimentation function |
-
2018
- 2018-02-12 CN CN201820251998.6U patent/CN208356292U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111494993A (en) * | 2020-04-30 | 2020-08-07 | 何淑会 | An annular multi-stage sedimentation tank for sewage treatment |
| CN111514652A (en) * | 2020-04-30 | 2020-08-11 | 开平市建和管桩有限公司 | Sewage treatment system |
| CN111646622A (en) * | 2020-05-28 | 2020-09-11 | 河南省中能联建地热工程有限公司 | Filtration that sewage source heat pump system pump hole was used |
| CN112316557A (en) * | 2020-10-30 | 2021-02-05 | 邓权塑业科技（湖南）有限公司 | Circulating water treatment system with multiple sedimentation function |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204563770U (en) | Parallel sewage sedimentation tank | |
| CN108408802A (en) | System is cut down in the overflow of combined system pipe network and water pollution integration | |
| CN207137521U (en) | A kind of sewage disposal device of precipitation and filtering integral | |
| CN204563771U (en) | Tandem sewage sedimentation tank | |
| CN210367360U (en) | Domestic sewage treatment device and rural water circulation system | |
| CN205635174U (en) | Full -automatic water purifier | |
| CN201890787U (en) | Double-layered pressure type integrated deoiler | |
| CN213475695U (en) | Anti-blocking up-flow vertical subsurface flow constructed wetland purification unit | |
| CN114409206A (en) | Low-energy-consumption high-concentration organic food wastewater treatment device and method | |
| CN211411281U (en) | A processing system for power plant contains coal waste water | |
| CN208561732U (en) | System is cut down in the overflow of combined system pipe network and water pollution integration | |
| CN216946639U (en) | Low-energy-consumption high-concentration organic food wastewater treatment device | |
| CN201031153Y (en) | Device for purifying water | |
| CN2311491Y (en) | Continuous mud-removing water purification pot | |
| CN108083507A (en) | A kind of integrated form Water feeding treatment device and processing method | |
| CN204798986U (en) | Multi -functional sewage treatment pond | |
| CN204918316U (en) | Sewage treatment system with wetland water processing system | |
| CN204779223U (en) | High -efficient sewage purification processing system | |
| CN204342580U (en) | Small-size movable handles water purification unit of high turbidity water source water | |
| CN210481018U (en) | An automatic drainage device for chemical production circulating water purification | |
| CN214243953U (en) | Automatic layering sedimentation tank | |
| CN202625981U (en) | Vertical sedimentation basin | |
| CN2917736Y (en) | A glass fiber sand filter for seawater | |
| CN2688688Y (en) | Levelling vadosing aerating biological filtering tank | |
| CN206715485U (en) | A kind of trade effluent sedimentation basin |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 3 / F, building 1, zhongchuangyuan, Jiuhu Town, high tech Zone, Zhangzhou City, Fujian Province Patentee after: Fujian Siyuan Environmental Protection Technology Co.,Ltd. Address before: 363118 3rd floor, building 1, zhongchuangyuan, national high tech Zone, Jiuhu Town, Longhai City, Zhangzhou City, Fujian Province Patentee before: ZHANGZHOU SIYUAN ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190111 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |