CN205391828U - Integral type pipe chute deposits filtering ponds - Google Patents
Integral type pipe chute deposits filtering ponds Download PDFInfo
- Publication number
- CN205391828U CN205391828U CN201620152448.XU CN201620152448U CN205391828U CN 205391828 U CN205391828 U CN 205391828U CN 201620152448 U CN201620152448 U CN 201620152448U CN 205391828 U CN205391828 U CN 205391828U
- Authority
- CN
- China
- Prior art keywords
- filtering ponds
- tank
- integral type
- sedimentation tank
- reaction tank
- 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 title claims abstract description 49
- 238000004062 sedimentation Methods 0.000 claims abstract description 35
- 238000006243 chemical reaction Methods 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- 239000010865 sewage Substances 0.000 claims abstract description 15
- 239000000945 filler Substances 0.000 claims description 16
- 239000004744 fabric Substances 0.000 claims description 12
- 238000003756 stirring Methods 0.000 claims description 11
- 239000000706 filtrate Substances 0.000 claims description 6
- 238000012856 packing Methods 0.000 claims description 3
- 239000002351 wastewater Substances 0.000 abstract description 7
- 239000007788 liquid Substances 0.000 abstract description 3
- 238000000926 separation method Methods 0.000 abstract description 3
- 230000003311 flocculating effect Effects 0.000 abstract description 2
- 239000007787 solid Substances 0.000 abstract 5
- 239000012535 impurity Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000003344 environmental pollutant Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000005201 scrubbing Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 235000014593 oils and fats Nutrition 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Filtration Of Liquid (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses an integral type pipe chute deposits filtering ponds, including reaction tank 1, buffer pool 2, sedimentation tank 3 and filtering ponds 4, the reaction tank communicates with each other with the buffer pool, the buffer pool communicates with each other with the sedimentation tank, the sedimentation tank communicates with each other with filtering ponds, the reaction tank sets up in the one end of sedimentation tank with the buffer pool side by side, and filtering ponds set up in the other end of sedimentation tank. The utility model discloses can carry out flocculating settling and efficient solid -liquid separation to sewage, can tackle the light suspended solid in the waste water, in the great suspended solid of separation proportion, with the interception of the light suspended solid in the sewage, use water turbidity and suspended solid and reach emission standard.
Description
Technical field
This utility model belongs to water-treatment technology field, is specifically related to a kind of integral type tube settling filtering ponds.
Background technology
During life produces, waste water needs to remove pollutant therein through precipitation process, could discharge after reaching standard.
In correlation technique, owing to wastewater treatment is just with sedimentation tank, waste water only utilizes the effect of pollutant gravitational settling to remove pollutant in sedimentation tank, therefore, in order to improve scrubbing rate, waste water is made to reach discharge standard, it usually needs to build larger-size fixing sedimentation tank.
Above-mentioned waste water disposal facility, long construction period, cost height during construction, and immovable.
Summary of the invention
In view of this, the purpose of this utility model is to provide a kind of integral type tube settling filtering ponds.
The purpose of this utility model is realized by such technical scheme, integral type tube settling filtering ponds, including reaction tank 1, Buffer Pool 2, sedimentation tank 3 and filtering ponds 4, described reaction tank communicates with Buffer Pool, described Buffer Pool communicates with sedimentation tank, described sedimentation tank communicates with filtering ponds, and described reaction tank and Buffer Pool are arranged side by side the one end in sedimentation tank, and filtering ponds are arranged at the other end of sedimentation tank.
Further, described reaction tank includes tank body 11, described tank body top is provided with feeding opening 13, tank base is provided with sewage draining exit 15, tank body lower part is provided with water inlet 14, grid 19 and outlet 16, described outlet 16 is above described water inlet 14, and described grid 19 is arranged between water inlet 14 and outlet 16.
Further, described reaction tank also includes the scraper plate 12 being arranged on described tank body inner top, and described scraper plate can move along the cross section of tank body.
Further, described reaction tank also includes screen cloth 18, and described screen cloth is arranged at described water outlet.
Further, described reaction tank also includes stirring paddle 17, and described stirring paddle extends transversely in tank body, and between feeding opening 13 and outlet 16.
Further, described sedimentation tank 3 includes by lower from the settling zone 35 being above arranged in order, filtering area and gathering ground 31；Described filtering area includes inclined tube filler, and described inclined tube filler includes first inclined tube filler the 32, second inclined tube filler 34 and is positioned at the clear water zone 33 that the first inclined tube packing area is interval with the second inclined tube filler.
Further, described settling zone includes the skewed slot 36 arrayed from left to right and the discharge pipeline 37 being arranged between skewed slot.
Further, described filtering ponds include the filtrate 41, the V-type pan 43 being arranged under filtrate that are arranged in the middle part of filtering ponds and are arranged at the outlet conduit 42 below V-type pan.
Owing to have employed technique scheme, this utility model has the advantage that
Sewage can be carried out flocculating sedimentation and efficient solid-liquid separation by this utility model, can intercept the lightweight suspension thing in waste water, while separating the float that proportion is bigger, is intercepted by the lightweight suspension thing in sewage, makes delivery turbidity and float reach discharge standard
Scrubbing rate of the present utility model is high, and therefore the size of sedimentation tank and filtering ponds is little, and construction period is short, cost is low, and the sedimentation integrated device that this utility model embodiment provides can use steel construction pattern to build, it is possible to mobile.
Accompanying drawing explanation
In order to make the purpose of this utility model, technical scheme and advantage clearly, below in conjunction with accompanying drawing, this utility model is described in further detail, wherein:
Fig. 1 is structure diagram of the present utility model；
Fig. 2 is the structure diagram of sedimentation tank；
Fig. 3 is the structure diagram of filtering ponds；
Fig. 4 is the structure diagram of reaction tank.
Detailed description of the invention
Below with reference to accompanying drawing, preferred embodiment of the present utility model is described in detail；Should be appreciated that preferred embodiment is only for illustrating this utility model, rather than in order to limit protection domain of the present utility model.
Integral type tube settling filtering ponds, including reaction tank 1, Buffer Pool 2, sedimentation tank 3 and filtering ponds 4, described reaction tank communicates with Buffer Pool, described Buffer Pool communicates with sedimentation tank, described sedimentation tank communicates with filtering ponds, described reaction tank and Buffer Pool are arranged side by side the one end in sedimentation tank, and filtering ponds are arranged at the other end of sedimentation tank.
Described reaction tank includes tank body 11, described tank body top is provided with feeding opening 13, tank base is provided with sewage draining exit 15, tank body lower part is provided with water inlet 14, grid 19 and outlet 16, described outlet 16 is above described water inlet 14, and described grid 19 is arranged between water inlet 14 and outlet 16.
Described reaction tank also includes the scraper plate 12 being arranged on described tank body inner top, and described scraper plate can move along the cross section of tank body.
Described reaction tank also includes screen cloth 18, and described screen cloth is arranged at described water outlet.
Described reaction tank also includes stirring paddle 17, and described stirring paddle extends transversely in tank body, and between feeding opening 13 and outlet 16.
Described sedimentation tank 3 includes by lower from the settling zone 35 being above arranged in order, filtering area and gathering ground 31；Described filtering area includes inclined tube filler, and described inclined tube filler includes first inclined tube filler the 32, second inclined tube filler 34 and is positioned at the clear water zone 33 that the first inclined tube packing area is interval with the second inclined tube filler.
Described settling zone includes the skewed slot 36 arrayed from left to right and the discharge pipeline 37 being arranged between skewed slot.
Described filtering ponds include the filtrate 41, the V-type pan 43 being arranged under filtrate that are arranged in the middle part of filtering ponds and are arranged at the outlet conduit 42 below V-type pan.
When above-mentioned water treatment facilities uses, sewage is introduced in tank body by the water inlet of reaction tank, and the large granular impurity in sewage is blocked under grid, flows to and has filtered out large granular impurity in the sewage above tank body.Now, flocculant is put in tank body, the oils and fats that flocculant is remaining with water, the little granule foreign such as colloid contacts after mixing and floats up to tank inner top therewith, now impurity floats up to tank inner top, water body in tank body is through filtering and flocculation treatment, by outlet, sewage can be led to Buffer Pool, it is incorporated in filtering ponds then through Buffer Pool, sewage precipitates in settling zone, sludge material is deposited to bottom sedimentation tank, clear water becomes clear water zone through filtering area rear profile, water in clear water zone enters in filtering ponds through the passage of sedimentation tank Yu filtering ponds, water is after filtering, remove particulate matter therein, discharge from filtering ponds outlet pipe.
On the basis of the above, as transformable embodiment, in order to the impurity that will float in tank removes, reaction tank also includes the scraper plate being arranged on described tank body inner top, and described scraper plate can move along the cross section of described tank body.In the present embodiment, described scraper plate rotates centered by the axle of tank body, thus being scraped by impurity floating on liquid level；In order to retain the little granule foreign having in waste water, also including screen cloth, described screen cloth is arranged at described water outlet, and the aperture of described screen cloth can select according to practical situation, and in the present embodiment, the aperture of described screen cloth is 200-500 μm.
On above-described embodiment basis, in order to make flocculant and impurity be sufficiently mixed, reaction tank also includes stirring paddle, described stirring paddle extends transversely in described tank body, and between described feeding opening and outlet, in the present embodiment, described stirring paddle is two, described stirring paddle is arranged near described screen cloth, can reduce impurity by the effect of stirring paddle and stick on screen cloth.
On above-described embodiment basis, in order to strengthen the precipitation of sewage, filtering area is set to multiple filling layers district, multistage inclined tube or inclined-plate clarifying basin, can significantly improve and stabilizing effluent quality of sedimentation tank, or in identical effluent quality situation, it is possible to allow higher water inlet suspension content.
In the present embodiment, this integral type tube settler and filter tank are provided with Buffer Pool, and the buffered pond of sewage enters in sedimentation tank, and Buffer Pool reduces sewage to the inclined tube filler in sedimentation tank and the disturbance of mud in settling zone.
The foregoing is only preferred embodiment of the present utility model, be not limited to this utility model, it is clear that this utility model can be carried out various change and modification without deviating from spirit and scope of the present utility model by those skilled in the art.So, if these amendments of the present utility model and modification belong within the scope of this utility model claim and equivalent technologies thereof, then this utility model is also intended to comprise these change and modification.
Claims (8)
1. integral type tube settling filtering ponds, it is characterized in that: include reaction tank (1), Buffer Pool (2), sedimentation tank (3) and filtering ponds (4), described reaction tank communicates with Buffer Pool, described Buffer Pool communicates with sedimentation tank, described sedimentation tank communicates with filtering ponds, described reaction tank and Buffer Pool are arranged side by side the one end in sedimentation tank, and filtering ponds are arranged at the other end of sedimentation tank.
2. integral type tube settling filtering ponds according to claim 1, it is characterized in that: described reaction tank includes tank body (11), described tank body top is provided with feeding opening (13), tank base is provided with sewage draining exit (15), tank body lower part is provided with water inlet (14), grid (19) and outlet (16), described outlet (16) is in the top of described water inlet (14), and described grid (19) is arranged between water inlet (14) and outlet (16).
3. integral type tube settling filtering ponds according to claim 2, it is characterised in that: described reaction tank also includes the scraper plate (12) being arranged on described tank body inner top, and described scraper plate can move along the cross section of tank body.
4. integral type tube settling filtering ponds according to claim 2, it is characterised in that: reaction tank also includes screen cloth (18), and described screen cloth is arranged at described water outlet.
5. integral type tube settling filtering ponds according to claim 2, it is characterised in that: described reaction tank also includes stirring paddle (17), and described stirring paddle extends transversely in tank body, and is positioned between feeding opening (13) and outlet (16).
6. integral type tube settling filtering ponds according to claim 1, it is characterised in that: described sedimentation tank (3) includes by lower from the settling zone being above arranged in order (35), filtering area and gathering ground (31)；Described filtering area includes inclined tube filler, and described inclined tube filler includes the first inclined tube filler (32), the second inclined tube filler (34) and is positioned at the clear water zone (33) that the first inclined tube packing area is interval with the second inclined tube filler.
7. integral type tube settling filtering ponds according to claim 6, it is characterised in that: described settling zone includes the skewed slot (36) arrayed from left to right and the discharge pipeline (37) being arranged between skewed slot.
8. integral type tube settling filtering ponds according to claim 1, it is characterised in that: described filtering ponds include the filtrate (41), the V-type pan (43) being arranged under filtrate that are arranged in the middle part of filtering ponds and are arranged at the outlet conduit (42) below V-type pan.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620152448.XU CN205391828U (en) | 2016-02-29 | 2016-02-29 | Integral type pipe chute deposits filtering ponds |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620152448.XU CN205391828U (en) | 2016-02-29 | 2016-02-29 | Integral type pipe chute deposits filtering ponds |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205391828U true CN205391828U (en) | 2016-07-27 |
Family
ID=56949196
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620152448.XU Expired - Fee Related CN205391828U (en) | 2016-02-29 | 2016-02-29 | Integral type pipe chute deposits filtering ponds |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205391828U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106823484A (en) * | 2017-04-07 | 2017-06-13 | 湖南工业大学 | A kind of car-washing sewage reclaiming clean device |
| CN112274994A (en) * | 2020-11-23 | 2021-01-29 | 重庆合弘欣环保科技有限公司 | Water treatment facilities convenient to maintain |
| CN116022980A (en) * | 2023-03-29 | 2023-04-28 | 济南森华工程技术有限公司 | Building water supply and drainage sewage treatment device and application method thereof |
-
2016
- 2016-02-29 CN CN201620152448.XU patent/CN205391828U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106823484A (en) * | 2017-04-07 | 2017-06-13 | 湖南工业大学 | A kind of car-washing sewage reclaiming clean device |
| CN112274994A (en) * | 2020-11-23 | 2021-01-29 | 重庆合弘欣环保科技有限公司 | Water treatment facilities convenient to maintain |
| CN116022980A (en) * | 2023-03-29 | 2023-04-28 | 济南森华工程技术有限公司 | Building water supply and drainage sewage treatment device and application method thereof |
| CN116022980B (en) * | 2023-03-29 | 2023-06-13 | 济南森华工程技术有限公司 | Building water supply and drainage sewage treatment device and application method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160727 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |