CN206511989U - A kind of novel combination type Anaerobic Treatment device - Google Patents
A kind of novel combination type Anaerobic Treatment device Download PDFInfo
- Publication number
- CN206511989U CN206511989U CN201720183269.7U CN201720183269U CN206511989U CN 206511989 U CN206511989 U CN 206511989U CN 201720183269 U CN201720183269 U CN 201720183269U CN 206511989 U CN206511989 U CN 206511989U
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- China
- Prior art keywords
- water distribution
- water
- branch pipe
- device body
- anaerobic
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- Biological Treatment Of Waste Water (AREA)
Abstract
A kind of novel combination type Anaerobic Treatment device, including anaerobic device body, closure is provided with above anaerobic device body, anaerobic device body is divided into multiple reative cells by anaerobic device body interior provided with several baffle plates, packing layer is provided with inside reative cell, water distributor, water distributor, which includes water distribution, to be responsible for and water distribution branch pipe, water distribution supervisor is " L " shape, water distribution branch pipe is distributed in the both sides that water distribution is responsible for lower end, if being evenly equipped with dry hole on water distribution branch pipe, water distribution supervisor end is provided with the first sealing plate, water distribution branch pipe end is provided with the second sealing plate, packing layer is located between the water inlet end of water distribution supervisor and water distribution branch pipe.The utility model uses pipeline water distribution, adds packing layer, water distribution evenly, and also improves the treatment effeciency of reative cell.
Description
Technical field
A kind of the utility model sewage disposal device, and in particular to novel combination type Anaerobic Treatment device.
Background technology
In field of sewage treatment equipment, Anaerobic Treatment device mainly has baffling type anaerobic apparatus for treating sewage and up-flow anaerobism
Two kinds of apparatus for treating sewage.Baffling type anaerobic processor is to separate inside reactor using baffle plate to form multiple independent reactions
Device, current by deflector guide above and below baffling advance, one by one by the sludge bed of reative cell, substrate and microorganism in water inlet
Fully contact and obtain degraded and remove.In the existing Anaerobic Treatment device course of work, problems with is primarily present：1) processing is worked as
During the higher waste water of volumetric loading, first reative cell acidizing degree is serious, and waste water chemistry then occurs in last reative cell
Oxygen demand is relatively low, can only maintain the situation of microorganism normal growth, and the treatment effect of waste water is not obvious, and the water quality of water outlet is difficult
Reach the standard of discharge；2) in anaerobic environment under due to the sludge retention time in reative cell it is short, microbial growth breeding is slow
Slowly cause the generation cycle long, the Anaerobic Treatment startup time is longer, and treatment effeciency is low；3) direct cloth is used on water distribution manner
Water, water distribution there is a situation where uneven, increase the channeling of filler.
Utility model content
In order to overcome the shortcomings of that prior art is present, the utility model provides a kind of reasonable in design, anaerobic device water distribution
Uniformly, water treatment effect is improved, the novel combination type Anaerobic Treatment device for preventing filter tank from blocking, the skill that the utility model is used
Art scheme is：
Closure, anaerobism are provided with above a kind of novel combination type Anaerobic Treatment device, including anaerobic device body, anaerobic device body
Anaerobic device body is divided into inside multiple reative cells, the reative cell and is provided with filler by device body interior provided with several baffle plates
Layer, water distributor, the water distributor, which includes water distribution, to be responsible for and water distribution branch pipe, and the water distribution supervisor is " L " shape, and water distribution branch pipe is distributed in
Water distribution is responsible for the both sides of lower end, if being evenly equipped with dry hole on the water distribution branch pipe, and the water distribution supervisor end is provided with the first sealing plate,
Water distribution branch pipe end is provided with the second sealing plate, and described filler layer is located between the water inlet end of water distribution supervisor and water distribution branch pipe.
The beneficial effects of the utility model are：
(1) change traditional water distribution form, using pipeline water distribution, add the uniformity of water distribution, reduce packing layer
Channeling；
(2) packing layer is added in the reaction chamber, the sludge concentration below packing layer is improved, and improves the processing of waste water
Effect, the volumetric efficiency of reative cell avoids the blockage problem of simple anaerobic pond using height.
Brief description of the drawings
Fig. 1 is structure composition schematic diagram of the present utility model；
Fig. 2 is the top view of the utility model water distributor.
Symbol description：
1. anaerobic device body, 2. closures, 3. baffle plates, 4. reative cells, 5. packing layers, 6. water distributors, 7. first sealing plates,
8. the second sealing plate, 61. water distributions supervisor, 62. water distribution branch pipes, 63. holes.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in Figure 1-2, a kind of novel combination type Anaerobic Treatment device of the present utility model, including anaerobic device body 1, anaerobism
The top of device body 1 is provided with closure 2, and anaerobic device body 1 is divided into multiple by the inside of anaerobic device body 1 provided with several baffle plates 3
Reative cell 4, the inside of reative cell 4 is provided with packing layer 5, water distributor 6, and the water distributor 6 includes water distribution supervisor 61 and water distribution branch
Pipe 62, the water distribution supervisor 61 is " L " shape, and water distribution branch pipe 62 is distributed in the both sides that water distribution is responsible for 61 lower ends, the water distribution branch pipe
If being evenly equipped with dry hole 63 on 62, the water distribution is responsible for 61 ends and is provided with the first sealing plate 7, and the end of water distribution branch pipe 62 is close provided with second
Shrouding 8, described filler layer 5 is located at water distribution and is responsible between 61 water inlet end and water distribution branch pipe 62.
The utility model is by water distributor water distribution uniformity, from bottom to top by packing layer 5, and the top of packing layer 5 is clear water zone,
Then enter the reative cell 4 of a lattice below by pipeline water distribution, carry out successively, the current for making each reative cell 4 are in pulling flow type, and
The microorganism of each reative cell 4 is again different, and targetedly the organic matter in waste water is degraded.
The utility model changes traditional water distribution form, and using new water distributor mode, water distributor 6 includes water distribution master
Pipe 61 and water distribution branch pipe 62, water distribution supervisor 61 are mainly used in into each reative cell 4 conveying water, and water distribution branch pipe 62 is located at water distribution master
The lower end of pipe 61, water distribution branch pipe 62 is provided with several holes 63, for toward water distribution in each reative cell 4, because hole 63 is arranged
It is even, therefore water distribution is uniform, reduces the phenomenon of the channel of packing layer 5.
The utility model adds packing layer 5 in reative cell 4, and filler is porous mass, and specific surface area is big.It is general next
Say, specific surface area is bigger, the organic loading that can be born is higher, be conducive to increasing biological total amount.With high porosity, porosity
Higher, in the reactor of same volume, the actual residence time for handling the timing sewage of water one is longer, the volume profit of reactor
It is higher with coefficient, and high porosity prevents that short stream is beneficial to preventing filter tank from blocking.And packing layer 5 equivalent to
Filtration treatment is carried out to sewage, the waste water suspension into next section is relatively low, it is to avoid the problem of simple anaerobic filter is blocked.
Sewage by bottom enter filter tank after equably flow up, filter material surface adhere to filtrate retain a large amount of microorganisms work
Under, the organic matter in sewage, which can be degraded, is converted into methane and carbon dioxide etc..
The utility model forms baffling type anaerobic reactor with detesting to increase filler in traditional baffling type anaerobic reactor
The group technology of oxygen biofilter, at the same water distribution system use pipeline water distribution, water distribution evenly, without dead angle, less packing layer
To channeling.
Claims (1)
1. closure is provided with above a kind of novel combination type Anaerobic Treatment device, including anaerobic device body (1), anaerobic device body (1)
(2) anaerobic device body (1), is divided into multiple reative cells (4) provided with several baffle plates (3) inside anaerobic device body (1), it is special
Levy and be：Packing layer (5), water distributor (6) are provided with inside the reative cell (4), the water distributor (6) includes water distribution supervisor (61)
With water distribution branch pipe (62), the water distribution supervisor (61) is " L " shape, and water distribution branch pipe (62) is distributed in the two of water distribution supervisor (61) lower end
Side, the water distribution branch pipe (62) if on be evenly equipped with dry hole (63), described water distribution supervisor (61) end is provided with the first sealing plate (7),
Water distribution branch pipe (62) end is provided with the second sealing plate (8), and described filler layer (5) is located at the water inlet end and water distribution that water distribution is responsible for (61)
Between branch pipe (62).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720183269.7U CN206511989U (en) | 2017-02-22 | 2017-02-22 | A kind of novel combination type Anaerobic Treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720183269.7U CN206511989U (en) | 2017-02-22 | 2017-02-22 | A kind of novel combination type Anaerobic Treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206511989U true CN206511989U (en) | 2017-09-22 |
Family
ID=59869387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720183269.7U Expired - Fee Related CN206511989U (en) | 2017-02-22 | 2017-02-22 | A kind of novel combination type Anaerobic Treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206511989U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113402020A (en) * | 2021-06-08 | 2021-09-17 | 湘潭建源生物技术开发有限公司 | Novel ABR reactor and water distribution method thereof |
-
2017
- 2017-02-22 CN CN201720183269.7U patent/CN206511989U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113402020A (en) * | 2021-06-08 | 2021-09-17 | 湘潭建源生物技术开发有限公司 | Novel ABR reactor and water distribution method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170922 Termination date: 20210222 |
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| CF01 | Termination of patent right due to non-payment of annual fee |