CN205710349U - Underground integrated sewage treating equipment - Google Patents
Underground integrated sewage treating equipment Download PDFInfo
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- CN205710349U CN205710349U CN201620694739.1U CN201620694739U CN205710349U CN 205710349 U CN205710349 U CN 205710349U CN 201620694739 U CN201620694739 U CN 201620694739U CN 205710349 U CN205710349 U CN 205710349U
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- dividing wall
- pond
- oxidation pond
- integrated sewage
- treating equipment
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a kind of buried type integrated sewage disposal device, the height of three dividing walls gradually step-down from left to right, the upper end of the second dividing wall, the 3rd dividing wall and the 4th dividing wall is equipped with multiple effluent trough, effluent trough is from left to right, be obliquely installed from high to low, this setup is easy to sewage and is flowed into successively from left to right in the body of next pond, being provided with dividing plate between adjacent two effluent troughs, dividing plate can reduce effluent flow rate, it is to avoid evokes each pond body bottom sediment；Sewage obtains clear water up to standard, the utility model good sewage processing effect after passing sequentially through the process of Hypoxic exposure oxidation pond, aerobic contact oxidation pond, vertical sedimentation tank and sterilization pool.
Description
Technical field
The utility model relates to a kind of underground integrated sewage treating equipment.
Background technology
It containing foreign material such as silt, grease, soap lye, food bits, germs in sanitary sewage, is embodied in water quality index, i.e. raw
Changing oxygen demand (BOD5), COD (COD), suspension (SS) content height, the content of nitrogen and phosphorous is high, eutrophication.If without place
Reason, is directly discharged into water body and soil, organic concentration in water body and soil will be made too high, and make water body and soil eutrophication,
Therefore this sewage is administered.Buried sewage treatment equipment of the prior art is installed complex mostly, supporting pipe
Net various, and the water quality after processing is unsatisfactory.
Utility model content
The technical problems to be solved in the utility model is for drawbacks described above, provides one to install convenient, sewage disposal effect
Really good underground integrated sewage treating equipment, in this underground integrated sewage treating equipment, between the body of each pond, effluent flow rate subtracts
Slow, it is to avoid pond body bottom sediment is evoked.
In order to solve above-mentioned technical problem, the utility model includes housing, is sequentially provided with phase in described housing from left to right
Intercommunicated Hypoxic exposure oxidation pond, aerobic contact oxidation pond, vertical sedimentation tank and sterilization pool, housing left upper portion is provided with and lacks
Oxygen contact-oxidation pool connection water inlet, described sterilization pool be arranged over Ventilator Room, it is characterized in that: described Hypoxic exposure aoxidize
It is provided with the second dividing wall between pond and aerobic contact-oxidation pool, between aerobic contact oxidation pond and vertical sedimentation tank, be provided with the 3rd point
Partition wall, is provided with the 4th dividing wall between vertical sedimentation tank and sterilization pool, described second dividing wall, the 3rd dividing wall and the 4th separate
The height of wall gradually step-down from left to right, the upper end of described second dividing wall, the 3rd dividing wall and the 4th dividing wall is equipped with
Multiple effluent troughs, are provided with dividing plate between adjacent two effluent troughs, described effluent trough is from left to right, be obliquely installed from high to low.
Being provided with 3 D elastic filler in described Hypoxic exposure oxidation pond, 3 D elastic filler is as the load of denitrifying bacteria
Body uses.
In described aerobic contact oxidation pond, 3 D elastic filler is installed.
It is provided with air inlet between described Ventilator Room and sterilization pool, in described Ventilator Room, blower fan is installed.
Described air inlet is provided with muffler, makes do not have noise during fan operation.
Also being provided with slush pump in described vertical sedimentation tank, the outlet pipe of slush pump stretches out vertical sedimentation tank, and can be by it
Internal mud is discharged.
The advantageous effect after such scheme is used to be: the height of three dividing walls gradually step-down from left to right, second separates
The upper end of wall, the 3rd dividing wall and the 4th dividing wall is equipped with multiple effluent trough, and effluent trough is from left to right, tilt from high to low
Arranging, this setup is easy to sewage and is flowed into successively from left to right in the body of next pond；Be provided with between adjacent two effluent troughs every
Plate, dividing plate can reduce effluent flow rate, it is to avoid evokes each pond body bottom sediment；Sewage passes sequentially through Hypoxic exposure oxidation
Obtain clear water up to standard, the utility model sewage disposal after the process of pond, aerobic contact oxidation pond, vertical sedimentation tank and sterilization pool
Effect is good；Hypoxic exposure oxidation pond is front, and the organic carbon in sewage is utilized by denitrifying bacterium, and can mitigate Aerobic Pond thereafter has
Machine load, the basicity that the anti-nitration reaction simultaneously carrying out in Hypoxic exposure oxidation pond produces can compensate and carry out nitrification in Aerobic Pond
The demand to basicity for the reaction, Aerobic Pond is after anoxic pond, and the organic pollution that denitrification can be made to remain is gone further
Remove, improve effluent quality.
Brief description
Below in conjunction with the accompanying drawings detailed description of the invention of the present utility model is described in further detail:
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of dividing wall.
Detailed description of the invention
As depicted in figs. 1 and 2, this underground integrated sewage treating equipment includes the housing 1 being embedded in underground, on housing 1
The equipment of being provided with hangs nose, it is simple to the movement of housing 1.It is sequentially provided with the Hypoxic exposure oxidation pond being interconnected from left to right in housing 1
3rd, aerobic contact oxidation pond the 4th, vertical sedimentation tank 5 and sterilization pool 6.Hypoxic exposure oxidation pond the 3rd, aerobic contact oxidation pond 4 and sterilization
The top in pond 6 is all correspondingly provided with medicine dispensing port and checks hole.The 4th, Hypoxic exposure oxidation pond the 3rd, aerobic contact oxidation pond is erected stream and is sunk
It is connected with support channel-section steel 110 between pond, shallow lake 5 and sterilization pool 6, support channel-section steel 110 and can strengthen the bonding strength between the body of each pond.Lack
It is provided with the second dividing wall 12, aerobic contact oxidation pond 4 and perpendicular stream precipitation between oxygen contact-oxidation pool 3 and aerobic contact-oxidation pool 4
It is provided with the 3rd dividing wall 13 between pond 5, between vertical sedimentation tank 5 and sterilization pool 6, be provided with the 4th dividing wall 14, the second dividing wall
12nd, the height of the 3rd dividing wall 13 and the 4th dividing wall 14 gradually step-down from left to right, the second dividing wall the 12nd, the 3rd dividing wall 13
Be equipped with multiple effluent trough 15 with the upper end of the 4th dividing wall 14, effluent trough 15 from left to right, be obliquely installed from high to low, this
Kind set-up mode is easy to sewage and is flowed into successively from left to right in the body of next pond.It is provided with dividing plate 19 between adjacent two effluent troughs 15,
Dividing plate 19 can reduce effluent flow rate, it is to avoid evokes each pond body bottom sediment.
As it is shown in figure 1, housing 1 left upper portion is provided with the water inlet 16 connecting with Hypoxic exposure oxidation pond 3, sewage is by entering
The mouth of a river 16 enters Hypoxic exposure oxidation pond 3, and in the present embodiment, Hypoxic exposure oxidation pond 3 aims at denitrogenation processing and arranges, and anoxic connects
Being provided with 3 D elastic filler 9 in touching oxidation pond 3, the mounting means of 3 D elastic filler 9 is prior art, 3 D elastic filler
9 as the carrier of denitrifying bacteria, returns nitre state ammonia and sub-acid-state oxygen is reduced into nitrogen under the effect of denitrifying bacteria in nitrification liquid
Gas, reaches the purpose of denitrogenation, and anoxic pond effective time of staying is 2.5～3.5h, and dissolved oxygen controls at≤0.5mg/L.Anoxic connects
Touching and being additionally provided with aerating system on oxidation pond 3, aerating system includes aeration and aerating pipelines, and aerating system is prior art, at this
Repeat no more.Sewage flows into aerobic contact by the effluent trough 15 on the second dividing wall 12 after Hypoxic exposure oxidation pond 3 process
Oxidation pond 4；Aerobic contact oxidation pond 4 is divided into three grades, and the time of staying is 8h, is provided with stereo-elastic in aerobic contact oxidation pond 4
Filler 9, the mounting means of 3 D elastic filler 9 is prior art, and easy conjunctiva does not blocks, and aerobic contact oxidation pond 4 gas-water ratio exists
About 15: 1, the structure in aerobic contact oxidation pond 4 and sewage disposal process are prior art, do not repeat them here.Aerobic contact
Being additionally provided with aerating system on oxidation pond 4, aerating system includes aeration and aerating pipelines, and aerating system is prior art, at this not
Repeat again.Sewage enters vertical sedimentation tank by the effluent trough 15 on the 3rd dividing wall 13 after the process of aerobic contact oxidation pond 4
5；Vertical sedimentation tank 5 surface loading is ＜ 1.0m3/m2.h, can arrange center flow straightener, center current stabilization in vertical sedimentation tank 5
The mounting means of device is prior art.Sewage is flowed by the effluent trough 15 on the 4th dividing wall 14 after vertical sedimentation tank 5 precipitation
Enter sterilization pool 6；In sterilization pool 6 sterilization use solid chlorine tablets contact lysis disinfection way, sterilization pool 6 be arranged over blower fan
Room 8, is provided with air inlet 81 between Ventilator Room 8 and sterilization pool 6, be provided with blower fan in Ventilator Room 8, and blower fan uses two rotatable wind
Machine, the automatic alternate run of energy, it is provided with muffler 82 at air inlet 81, make do not have noise during fan operation.Clear water after sterilization leads to
Cross the pump housing and discharge recycling.
In the utility model, Hypoxic exposure oxidation pond 3 is front, and the organic carbon in sewage is utilized by denitrifying bacterium, can mitigate
Thereafter the organic loading of Aerobic Pond.The basicity that the anti-nitration reaction simultaneously carrying out in Hypoxic exposure oxidation pond 3 produces can compensate
Aerobic Pond carries out the demand to basicity for the nitration reaction.Aerobic Pond, after anoxic pond, can make organic dirt that denitrification remains
Dye thing is removed further, improves effluent quality.
The utility model is not limited to above-mentioned detailed description of the invention, those skilled in the art, without departing from of the present utility model
On the premise of spirit and scope, some changes and modification can be done.Protection domain of the present utility model should be with of the present utility model
Claim is as the criterion.
Claims (6)
1. a underground integrated sewage treating equipment, including housing (1), described housing is sequentially provided with in (1) from left to right
Hypoxic exposure oxidation pond (3), aerobic contact oxidation pond (4), vertical sedimentation tank (5) and sterilization pool (6), the housing being interconnected
(1) left upper portion is provided with the water inlet (16) connecting with Hypoxic exposure oxidation pond (3), described sterilization pool (6) be arranged over wind
Machine room (8), is characterized in that: be provided with the second dividing wall between described Hypoxic exposure oxidation pond (3) and aerobic contact-oxidation pool (4)
(12) it, is provided with the 3rd dividing wall (13) between aerobic contact oxidation pond (4) and vertical sedimentation tank (5), vertical sedimentation tank (5) and disappearing
It is provided with the 4th dividing wall (14), described second dividing wall (12), the 3rd dividing wall (13) and the 4th dividing wall between poison pond (6)
(14) height gradually step-down from left to right, described second dividing wall (12), the 3rd dividing wall (13) and the 4th dividing wall (14)
Upper end be equipped with multiple effluent trough (15), be provided with dividing plate (19), described effluent trough (15) between adjacent two effluent troughs (15)
From left to right, it is obliquely installed from high to low.
2. underground integrated sewage treating equipment according to claim 1, is characterized in that: described Hypoxic exposure oxidation pond
(3) 3 D elastic filler (9) is installed in.
3. underground integrated sewage treating equipment according to claim 2, is characterized in that: described aerobic contact oxidation pond
(4) 3 D elastic filler (9) is installed in.
4. underground integrated sewage treating equipment according to claim 1, is characterized in that: described Ventilator Room (8) with disappear
Being provided with air inlet (81) between poison pond (6), described Ventilator Room is provided with blower fan in (8).
5. underground integrated sewage treating equipment according to claim 4, is characterized in that: described air inlet (81) place sets
There is muffler (82).
6. underground integrated sewage treating equipment according to claim 1, is characterized in that: described vertical sedimentation tank (5)
Slush pump (51) is inside installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620694739.1U CN205710349U (en) | 2016-06-24 | 2016-06-24 | Underground integrated sewage treating equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620694739.1U CN205710349U (en) | 2016-06-24 | 2016-06-24 | Underground integrated sewage treating equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205710349U true CN205710349U (en) | 2016-11-23 |
Family
ID=57327311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620694739.1U Active CN205710349U (en) | 2016-06-24 | 2016-06-24 | Underground integrated sewage treating equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205710349U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107601781A (en) * | 2017-11-01 | 2018-01-19 | 成都恒力达科技有限公司 | A kind of sewage disposal system |
| CN116177817A (en) * | 2023-04-12 | 2023-05-30 | 陈能海 | Integrated sewage treatment station |
-
2016
- 2016-06-24 CN CN201620694739.1U patent/CN205710349U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107601781A (en) * | 2017-11-01 | 2018-01-19 | 成都恒力达科技有限公司 | A kind of sewage disposal system |
| CN116177817A (en) * | 2023-04-12 | 2023-05-30 | 陈能海 | Integrated sewage treatment station |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |