CN206014505U - A kind of collection chamber of anaerobic reactor - Google Patents
A kind of collection chamber of anaerobic reactor Download PDFInfo
- Publication number
- CN206014505U CN206014505U CN201620820592.6U CN201620820592U CN206014505U CN 206014505 U CN206014505 U CN 206014505U CN 201620820592 U CN201620820592 U CN 201620820592U CN 206014505 U CN206014505 U CN 206014505U
- Authority
- CN
- China
- Prior art keywords
- collection chamber
- anaerobic reactor
- barricade
- top board
- phase separator
- 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.)
- Active
Links
Abstract
The utility model discloses a kind of collection chamber of anaerobic reactor, including two pillars, two barricades and a top board, the pillar is arranged at the bottom of anaerobic reactor, and the barricade is hanging and is supported by the pillar, and the top board is hanging and is supported by the barricade；The anaerobic reactor is provided with three phase separator in the both sides of the collection chamber, and the dams setting has the air inlet being connected with three phase separator, the top board to be provided with steam vent.This utility model avoids sludge and overflows from collection chamber bottom, bad phenomenon of the effectively solving reactor water outlet with mud.
Description
Technical field
This utility model is related to technical field of sewage treatment equipment, more particularly to a kind of collection chamber of anaerobic reactor.
Background technology
Anaerobic reactor especially UASB anaerobic reactors（Up-flow anaerobic sludge blanket）Important component part include
Collection chamber, the size of collection chamber, form have important impact to the treatment effeciency of anaerobic reactor.
Existing authorized announcement date is 2016.06.08, and Authorization Notice No. is that the patent documentation of CN205294959U discloses one
UASB reactors are planted, including there is sludge reaction area, the bottom in the sludge reaction area in UASB reaction tanks, the UASB reaction tanks
Portion retains a large amount of anaerobic sludges, forms sludge blanket, is provided with water inlet pipe in UASB reaction tank bottom sidewalls, and the water inlet pipe is stretched into
In sludge blanket；Three phase separator is provided with above the sludge reaction area, above the three phase separator, gas collection is provided with
Settling zone is constituted between the inwall of room, three phase separator and UASB reaction tanks, is provided with out in the top sidewall of UASB reaction tanks
Water pipe, the outlet pipe are stretched in settling zone.The collection chamber of the reactor is arranged at the top of three phase separator, is easily caused dirt
Mud is overflowed from collection chamber bottom, causes reactor water outlet clay content too high.
Utility model content
The purpose of this utility model is to provide a kind of collection chamber of anaerobic reactor, it is to avoid sludge is from collection chamber bottom
Overflow, bad phenomenon of the effectively solving reactor water outlet with mud.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of collection chamber of anaerobic reactor, including two pillars, two barricades and a top board, it is anti-that the pillar is arranged at anaerobism
The bottom of device is answered, the barricade is hanging and is supported by the pillar, the top board is hanging and is supported by the barricade；The anaerobism
Reactor is provided with three phase separator in the both sides of the collection chamber, and the dams setting is had and is connected with three phase separator
Air inlet, the top board are provided with steam vent.
By adopting above-mentioned technical proposal, collection chamber is built-up by two pillars, two barricades and a top board, the collection chamber
The bottom of bottom and anaerobic reactor is located in same level, increased the depth of collection chamber, it is to avoid sludge is from collection chamber
Bottom is overflowed, and bad phenomenon of the effectively solving reactor water outlet with mud, additionally, the both sides of collection chamber are provided with three phase separation
Device, the limited volume of effectively utilizes anaerobic reactor improve the utilization ratio of anaerobic reactor.
This utility model is further arranged to：The collection chamber is located at the middle part of anaerobic reactor.
Designed in the centre of anaerobic reactor by adopting above-mentioned technical proposal, collection chamber, collection chamber averagely can be collected
The biogas that whole anaerobic reactor is produced, makes the air pressure of the anaerobic reactor of collection chamber both sides identical so that enter collection chamber two
Side marsh gas flow is identical, it is to avoid the situation of the air turbulence in gas collection room occurs.
This utility model is further arranged to：The width of the collection chamber for anaerobic reactor width 1/3rd.
There is larger volume by adopting above-mentioned technical proposal, collection chamber, it is anti-that collection chamber can effectively accommodate whole anaerobism
The biogas for answering device to produce, maintains the air pressure balance in gas collection room, reduces impact of the fluctuation because of air pressure to anaerobic reaction efficiency.
This utility model is further arranged to：Receipts weir board is provided with above the three phase separator, and the anaerobism is anti-
Device is answered to be provided with effluent trough, one end of the receipts weir board is fixedly arranged on the barricade, the other end and is fixedly arranged on the effluent trough, described
Effluent trough was provided with water hole below the receipts weir board.
By adopting above-mentioned technical proposal, receive weir board and be directly anchored on collection chamber barricade, prop up without the need for being fabricated separately again
Frame etc., have the advantages that simple structure.
This utility model is further arranged to：The top board and barricade are reinforced concrete structure.
Reinforced concrete structure is by adopting the top board and barricade of above-mentioned technical proposal, collection chamber, with cell body structure
Unanimously, so as to be formed integrally with whole anaerobic reactor, stabilized structure.
This utility model is further arranged to：The height of the barricade is 2.5-3.5 rice.
Deepened to 2.5-3.5 rice by adopting above-mentioned technical proposal, wall height, can effectively prevent the mud scum in air chamber from existing
Overflow in anaerobic reactor water outlet from barricade lower end under the disturbance of biogas, so as to reduce the outstanding of anaerobic reactor water outlet
Float, reduces the sludge loss of anaerobic reactor.
In sum, this utility model has the advantages that：Avoid sludge to overflow from collection chamber bottom, effectively solve
Certainly bad phenomenon of the reactor water outlet with mud.
Description of the drawings
Structural representations of the Fig. 1 for embodiment.
Reference：1st, anaerobic reactor；2nd, collection chamber；21st, pillar；22nd, barricade；221st, air inlet；23rd, top board；
231st, steam vent；3rd, three phase separator；4th, weir board is received；5th, effluent trough；51st, water hole is crossed.
Specific embodiment
This utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment：A kind of collection chamber of anaerobic reactor, with reference to shown in Fig. 1, including two pillars 21, two barricades 22 and a top
Plate 23, pillar 21 are arranged at the bottom of anaerobic reactor 1, and barricade 22 is hanging and is supported by pillar 21, and top board 23 is hanging and by keeping off
Wall 22 is supported, and wherein, the height of barricade 22 is 2.5-3.5 rice, and top board 23 and barricade 22 are reinforced concrete structure, with cell body
Structure is consistent, so as to form one, stabilized structure with whole anaerobic reactor 1.Additionally, the width of collection chamber 2 is anaerobic reaction
There is larger volume, collection chamber 2 can effectively accommodate whole anaerobic reactor 1 and produce for 1/3rd of 1 width of device, i.e. collection chamber 2
Raw biogas, maintains the air pressure balance in collection chamber 2, reduces impact of the fluctuation to anaerobic reaction efficiency because of air pressure；Meanwhile, collection
Air chamber 2 is located at the middle part of anaerobic reactor 1, and collection chamber 2 can averagely be collected the biogas of the generation of whole anaerobic reactor 1, make collection
The air pressure of the anaerobic reactor 1 of 2 both sides of air chamber is identical so that enter 2 both sides marsh gas flow of collection chamber identical, it is to avoid collection chamber 2
The situation of interior air turbulence occurs.
Anaerobic reactor 1 is provided with three phase separator 3 in the both sides of collection chamber 2, and barricade 22 is provided with and three phase separation
The air inlet 221 that device 3 is connected, top board 23 are provided with steam vent 231.The top of three phase separator 3 is provided with receipts weir board 4,
Anaerobic reactor 1 is provided with effluent trough 5, and the effluent trough 5 is that a L-type component and 1 side wall of anaerobic reactor are built-up, the L-type
Component is also reinforced concrete structure, is integrally formed setting, stabilized structure with 1 side wall of anaerobic reactor.Receive one end of weir board 4
It is fixedly arranged on the barricade 22, other end and is fixedly arranged on effluent trough 5, effluent trough 5 was provided with water hole 51 in the lower section for receiving weir board 4.
Receive weir board 4 to be directly anchored on 2 barricade 22 of collection chamber, without the need for support etc. is fabricated separately again, have the advantages that simple structure.
Sewage is entered by 1 bottom of anaerobic reactor, is moved entrainment of anaerobic sludge upwards, while in micro- life such as methanogen
Biogas is produced in the presence of thing, is formed the mixing liquid that solid-liquid-gas phase mutually contains, is moved into three phase separator 3 upwards.Three
The biogas that phase separator 3 is separated is entered in collection chamber 2 by air inlet 221, while there is substantial amounts of dirt in collection chamber 2
Mud forms " floating head " at liquid level, and " floating head " forms dynamic equilibrium under the agitation of biogas, and heavier sludge sinks to sludge blanket
Anaerobic reaction is participated in again, and the effective sludge stopped in sinking watching of the barricade 22 of collection chamber 2 is under the agitation of biogas from gear
Overflow below wall 22 and enter in water outlet.Biogas in the collection chamber 2 aggregation to a certain extent can by steam vent 231 discharge into
Row subsequent treatment.Barricade 22 is fixed and receives weir board 4 as the supporting surface for receiving weir board 4 simultaneously, and the sewage after collection process is from mistake
Water hole 51 flows through effluent trough 5 and enters subsequent processing units.
This specific embodiment is only which is not to restriction of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification without creative contribution after this specification is read as needed to the present embodiment, but
As long as all being protected by Patent Law in right of the present utility model.
Claims (6)
1. a kind of collection chamber of anaerobic reactor, it is characterised in that：Including two pillars (21), two barricades (22) and a top board
(23), pillar (21) are arranged at the bottom of anaerobic reactor (1), and barricade (22) are hanging and propped up by the pillar (21)
Support, top board (23) are hanging and supported by the barricade (22)；Anaerobic reactor (1) in the collection chamber (2) two
Side is provided with three phase separator (3), and barricade (22) are provided with the air inlet (221) being connected with three phase separator (3),
Top board (23) are provided with steam vent (231).
2. the collection chamber of anaerobic reactor according to claim 1, it is characterised in that：Described collection chamber (2) are located at anaerobism
The middle part of reactor (1).
3. the collection chamber of anaerobic reactor according to claim 2, it is characterised in that：The width of collection chamber (2) is
/ 3rd of anaerobic reactor (1) width.
4. the collection chamber of anaerobic reactor according to claim 1, it is characterised in that：Three phase separator (3) upper
Side is provided with receipts weir board (4), and anaerobic reactor (1) is provided with effluent trough (5), and described one end for receiving weir board (4) is solid
The effluent trough (5) is fixedly arranged on located at the barricade (22), the other end, effluent trough (5) are under receipts weir board (4)
Side was provided with water hole (51).
5. the collection chamber of anaerobic reactor according to claim 1, it is characterised in that：Top board (23) and barricade (22)
It is reinforced concrete structure.
6. the collection chamber of anaerobic reactor according to claim 1, it is characterised in that：The height of barricade (22) is
2.5-3.5 rice.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620820592.6U CN206014505U (en) | 2016-07-30 | 2016-07-30 | A kind of collection chamber of anaerobic reactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620820592.6U CN206014505U (en) | 2016-07-30 | 2016-07-30 | A kind of collection chamber of anaerobic reactor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206014505U true CN206014505U (en) | 2017-03-15 |
Family
ID=58245239
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620820592.6U Active CN206014505U (en) | 2016-07-30 | 2016-07-30 | A kind of collection chamber of anaerobic reactor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206014505U (en) |
-
2016
- 2016-07-30 CN CN201620820592.6U patent/CN206014505U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8043506B2 (en) | Process and reactor for anaerobic waste water purification | |
| US8066878B2 (en) | Anaerobic purification device | |
| US8021552B2 (en) | Process and reactor for anaerobic waste water purification | |
| CN103011402A (en) | Double-circulation anaerobic reactor | |
| JP2015525667A (en) | Biological sewage treatment apparatus and method | |
| CN201132800Y (en) | Highly effective mixing upwash reactor for anaerobic solid | |
| CN107973399B (en) | High-efficient three-phase separation system | |
| CN202379803U (en) | Staggered flow type aeration, sediment and filter device | |
| WO2023123992A1 (en) | High-efficiency skid-mounted three-phase separator in high-load anaerobic system | |
| CN206014505U (en) | A kind of collection chamber of anaerobic reactor | |
| CN205699622U (en) | Vertical sedimentation basin | |
| CN204848437U (en) | Self -circulation go up STREAMING anaerobic sludge bed system | |
| CN101613153A (en) | A kind of vertical anaerobic process tank integrated triphase separator | |
| CN201458822U (en) | Integral three-phase separating arrangement of vertical anaerobic treatment tank | |
| CN101648747A (en) | Anaerobic biochemical reactor | |
| CN104787968A (en) | Aureomycin waste water treatment system | |
| CN201932955U (en) | Novel three-phase separator | |
| CN218810921U (en) | Gas-liquid separation device for pretreating high-concentration organic wastewater by utilizing methane | |
| CN216092368U (en) | Sedimentation tank without guide cylinder | |
| CN102557325B (en) | Alternative biochemical pond, sewage treatment method and sewage treatment system | |
| CN206142911U (en) | SBR sewage treatment plant | |
| CN209759107U (en) | Landfill leachate biochemical treatment device | |
| CN2675655Y (en) | Anaerobic sludge bed reactor | |
| CN203379641U (en) | Integral solid liquid separation device | |
| CN115417556A (en) | Anaerobic bioreactor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |