CN206985960U - Integrated sewage treating apparatus - Google Patents
Integrated sewage treating apparatus Download PDFInfo
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- CN206985960U CN206985960U CN201720576251.3U CN201720576251U CN206985960U CN 206985960 U CN206985960 U CN 206985960U CN 201720576251 U CN201720576251 U CN 201720576251U CN 206985960 U CN206985960 U CN 206985960U
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- biochemistry pool
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- treating apparatus
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Abstract
The utility model proposes a kind of integrated sewage treating apparatus, including casing, first partition is provided with the casing, the box house is divided into the septic tank being sequentially communicated, regulating reservoir, biochemistry pool, sedimentation basin and sterilization pool by the first partition；Second partition is provided with the septic tank, the septic tank is divided into except grease chamber, expansion chamber and clarifying chamber by the second partition, and the second partition is provided with first through hole so that described except grease chamber, expansion chamber and clarifying chamber are sequentially communicated；The first through hole except between grease chamber and expansion chamber is located at the middle part of place second partition, so that the oil slick scum silica frost on upper strata is trapped in described remove in grease chamber；The first through hole between the expansion chamber and clarifying chamber is located at the top of place second partition, so that the silt particle of sedimentation is trapped in the expansion chamber.Integration of equipments septic tank and regulating reservoir pre-process to sewage, and integrated septic tank can tentatively remove oil slick scum silica frost and silt particle, and sewage treating efficiency is higher.
Description
Technical field
The utility model belongs to technical field of sewage, more particularly to a kind of integrated sewage treating apparatus.
Background technology
With the improvement of living standards, people increasingly pay attention to living environment, to the sewage disposal in daily life, production
It it is also proposed higher requirement.
In the prior art, generally use lays sewage network, concentrates the mode for establishing large-scale wastewater treatment plant to handle dirt
Water.However, in rural area and remote districts, due to building relative distribution, laying sewage network and construction large-scale wastewater treatment plant
Cost is too high.At present, existing a small number of areas use some small-sized integrated form integrated sewage treating apparatus treatment in situ sewage.
However, existing integrated form integrated sewage treating apparatus is only integrated with for the biochemistry pool of biochemical reaction and for post processing
Sedimentation basin and sterilization pool, its preprocessing process still rely on the traditional septic tank and regulating reservoir of peripheral hardware, and sewage treating efficiency is still
It is relatively low.
Therefore, how to provide a kind for the treatment of effeciency higher integrated sewage treating apparatus, be the one of current urgent need solution
Item technical problem.
Utility model content
The utility model proposes one for the low technical problem of above-mentioned existing integrated sewage treating apparatus treatment effeciency
Kind of integrated sewage treating apparatus, integration of equipments septic tank and regulating reservoir pre-process to sewage, and integrated change
Manure pit can tentatively remove oil slick scum silica frost and silt particle, and sewage treating efficiency is higher.
In order to achieve the above object, the technical solution adopted in the utility model is：
Integrated sewage treating apparatus, including casing, the casing is interior to be provided with some first partitions, and the first partition will
The box house is divided into interconnected septic tank, regulating reservoir, biochemistry pool, sedimentation basin and sterilization pool successively；Describedization excrement
It is provided with some second partitions in pond, the septic tank is divided into interconnected except grease chamber, sedimentation by the second partition successively
Room and clarifying chamber, the second partition are provided with first through hole so that described except grease chamber, expansion chamber and clarifying chamber are sequentially communicated；It is described
Except the first through hole between grease chamber and expansion chamber is located at the middle part of place second partition, so that the oil slick scum silica frost retention on upper strata
Described except in grease chamber；The first through hole between the expansion chamber and clarifying chamber is located at the top of place second partition, with
The silt particle of sedimentation is set to be trapped in the expansion chamber.
Preferably, being provided with some 3rd dividing plates in the biochemistry pool, the 3rd dividing plate divides the biochemistry pool successively
It is divided into the first interconnected biochemistry pool, the second biochemistry pool and the 3rd biochemistry pool.
Preferably, the 3rd dividing plate is provided with the second through hole so that first biochemistry pool, the second biochemistry pool and the 3rd
Biochemistry pool is sequentially communicated；The first partition between 3rd biochemistry pool and the sedimentation basin is provided with third through-hole so that institute
The 3rd biochemistry pool is stated to connect with the sedimentation basin；Second through hole and third through-hole are staggered so that second biochemistry pool
Baffling is formed with the sewage in the 3rd biochemistry pool.
Preferably, second through hole between first biochemistry pool and the second biochemistry pool is close to the top of the casing
Portion is set, and second through hole between second biochemistry pool and the 3rd biochemistry pool is set close to the bottom of the casing, institute
Third through-hole is stated to set close to the top of the casing.
Preferably, first biochemistry pool is provided with intake chamber, the intake chamber is connected with water inlet pipe, and the water inlet pipe erects
Directly set and extend to the first biochemistry pool bottom.
Preferably, the sedimentation basin is provided with the distribution channel that is connected with the biochemistry pool, and with the sterilization pool phase
The effluent weir of connection.
Preferably, being additionally provided with inclined tube filler in the sedimentation basin, the inclined tube filler includes a water inlet end and a water outlet
End, the water inlet end are connected with the distribution channel, and the water side is connected with the effluent weir.
Preferably, being additionally provided with sludge-tank in the casing, the sedimentation basin is provided with sludge pump, and the sludge pump is connected with
Mud conveying pipeline, the mud conveying pipeline are connected with the sludge-tank.
Preferably, the mud conveying pipeline includes first outlet and second outlet, the first outlet and the sludge-tank
It is connected, the second outlet is connected with the biochemistry pool.
Compared with prior art, it is the advantages of the utility model with beneficial effect：
1st, the utility model is integrated with septic tank and regulating reservoir pre-processes to sewage, and integrated septic tank is divided into
Except grease chamber, expansion chamber and three, clarifying chamber process chamber, while preliminary anaerobic digestion is carried out, oil slick scum silica frost can be tentatively removed
And silt particle, the treating capacity in subsequent biochemical pond is alleviated, the processing time in subsequent biochemical pond is shortened 20%；
2nd, in the utility model, by the way that biochemistry pool is divided into the first biochemistry pool, the second biochemistry pool and the 3rd biochemistry pool, and
It is in " V " type baffling to make the sewage in the second biochemistry pool and the 3rd biochemistry pool, extends the flow of sewage to greatest extent, is increased dirty
The catalytic oxidation time of microorganism in water and the second biochemistry pool and the 3rd biochemistry pool, compared to traditional monopole biochemistry pool, at it
Reason efficiency improves 10%；
3rd, in the utility model, by setting inclined tube filler in sedimentation basin, the surface loading of sedimentation basin is made to be up to 2.5m/
H, compared to traditional sedimentation basin for being not provided with inclined tube filler, its surface loading improves 2.5 times, and deposition efficiency is higher.
Brief description of the drawings
Fig. 1 is the schematic front view for the integrated sewage treating apparatus that the utility model embodiment provides；
Fig. 2 is that the attached of integrated sewage treating apparatus that the utility model embodiment provides regards schematic diagram；
Fig. 3 is the structural representation of the distribution channel for the integrated sewage treating apparatus that the utility model embodiment provides；
Above in each figure：1st, water inlet；2nd, screen cloth；3rd, septic tank；31st, except grease chamber；32nd, expansion chamber；33rd, clarifying chamber；4、
Regulating reservoir；5th, biochemistry pool；51st, the first biochemistry pool；52nd, the second biochemistry pool；53rd, the 3rd biochemistry pool；6th, sedimentation basin；7th, sterilization pool；
8th, first partition；9th, second partition；10th, the 3rd dividing plate；11st, first through hole；12nd, the second through hole；13rd, third through-hole；14th, lifted
Pump；15th, intake chamber；16th, water inlet pipe；17th, distribution channel；18th, inclined tube filler；181st, water inlet end；182nd, water side；19th, effluent weir；
20th, delivery port；21st, sludge-tank；22nd, sludge pump；23rd, mud conveying pipeline；231st, first outlet；232nd, second outlet；24th, it is electronic
Valve；25th, fourth hole.
Embodiment
Below, the utility model is specifically described by exemplary embodiment.It should be appreciated, however, that do not having
In the case of being further discussed below, element, structure and features in an embodiment can also be advantageously incorporated into other implementations
In mode.
In description of the present utility model, term " on ", " in ", " under " etc. instruction orientation or position relationship be based on attached
Position relationship shown in Fig. 1, it is for only for ease of description the utility model and simplifies description, rather than indicates or imply meaning
Device or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that new to this practicality
The limitation of type.In addition, term " first ", " second ", " the 3rd ", " the 4th " are only used for describing purpose, and it is not intended that instruction
Or imply relative importance.
As shown in figure 1, the utility model is related to a kind of integrated sewage treating apparatus, including casing, set in the casing
There are some first partitions 8, the box house is divided into interconnected septic tank 3, regulating reservoir 4, life by first partition 8 successively
Change pond 5, sedimentation basin 6 and sterilization pool 7；Some second partitions 9 are provided with septic tank 3, second partition 9 separates septic tank 3 successively
Remove grease chamber 31, expansion chamber 32 and clarifying chamber 33 for what is be interconnected, second partition 9 be provided with first through hole 11 so that remove grease chamber 31,
Expansion chamber 32 and clarifying chamber 33 are sequentially communicated；Except the first through hole 11 between grease chamber 31 and expansion chamber 32 is located at place second partition
9 middle part, so that the oil slick scum silica frost on upper strata is trapped in except in grease chamber 31；First through hole 11 between expansion chamber 32 and clarifying chamber 33
Positioned at the top of place second partition 9, so that the silt particle of sedimentation is trapped in expansion chamber 32.
As depicted in figs. 1 and 2, the septic tank 3 in the equipment and regulating reservoir 4 form pretreatment unit, and wherein septic tank 3 is used
The suspension organic matter in decontaminated water is removed in preliminary anaerobic digestion, regulating reservoir 4 is used for regulating pondage and water quality.Need what is illustrated
It is in the present embodiment, the second partition 9 with first through hole 11 to be further provided with septic tank 3 so that septic tank 3 is divided into
Three process chambers being sequentially communicated, by further limiting except between grease chamber 31 and expansion chamber 32, and expansion chamber 32 and clarification
The specific set location of first through hole 11 between room 33, realize and remove oil slick scum silica frost and silt particle successively.Compared to traditional
Manure pit, the integrated this septic tank of the utility model can be removed tentatively in decontaminated water while preliminary anaerobic digestion is carried out
Oil slick scum silica frost and silt particle, the treating capacity in subsequent biochemical pond 5 is alleviated, the processing time in subsequent biochemical pond 5 is shortened 20%.This
Outside, as shown in figure 1, in the present embodiment, in regulating reservoir 4 provided with elevator pump 14 with the sewage transport after regulating reservoir 4 is handled extremely
Biochemistry pool 5, elevator pump 14 are the conventional arrangements of regulating reservoir 4, are not repeated herein.
As depicted in figs. 1 and 2, the biochemistry pool 5 in the equipment is biochemical reaction unit, is dropped by microorganism and activated sludge
Solve the organic matter in sewage.In the present embodiment, some 3rd dividing plates 10 are provided with biochemistry pool 5, the 3rd dividing plate 10 is by biochemistry pool 5
The first interconnected biochemistry pool 51, the second biochemistry pool 52 and the 3rd biochemistry pool 53 are divided into successively, compared to traditional monopole
Biochemistry pool, the treatment effeciency of the integrated this tertiary structure biochemistry pool of the utility model are higher.It should be noted that first is biochemical
Floating stuffing and aerator are equipped with pond 51, the second biochemistry pool 52 and the 3rd biochemistry pool 53, due to floating stuffing and aeration
Device is the conventional arrangement of biochemistry pool 5, is not repeated herein.Further, the second biochemistry pool 52 and the 3rd biochemistry pool 53 are
Contact-oxidation pool.In the present embodiment, the second biochemistry pool 52 employs the stronger contact oxygen of disposal ability with the 3rd biochemistry pool 53
Change pond, further increase the treatment effeciency of the equipment.
With continued reference to Fig. 1, as shown in figure 1, in the present embodiment, the 3rd dividing plate 10 is provided with the second through hole 12 so that the first life
Change pond 51, the second biochemistry pool 52 and the 3rd biochemistry pool 53 to be sequentially communicated；First partition between 3rd biochemistry pool 53 and sedimentation basin 6
8 are provided with third through-hole 13 so that the 3rd biochemistry pool 53 connects with sedimentation basin 6；Second through hole 12 and third through-hole 13 be staggered with
The sewage in the second biochemistry pool 52 and the 3rd biochemistry pool 53 is set to form baffling.By making the second biochemistry pool 52 and the 3rd biochemistry pool 53
Interior sewage forms baffling, can extend the flow of sewage, increase sewage with it is micro- in the second biochemistry pool 52 and the 3rd biochemistry pool 53
The catalytic oxidation time of biology, and then improve sewage treating efficiency.
Specifically, as shown in figure 1, in the present embodiment, second between the first biochemistry pool 51 and the second biochemistry pool 52 is logical
Hole 12 is set close to the top of the casing, and the second through hole 12 between the second biochemistry pool 52 and the 3rd biochemistry pool 53 is close to described
The bottom of casing is set, and third through-hole 13 is set close to the top of the casing.Second through hole 12 and third through-hole are so set
13 make the sewage in the second biochemistry pool 52 and the 3rd biochemistry pool 53 be in " V " type baffling, extend the flow of sewage to greatest extent,
Increase the catalytic oxidation time of microorganism in sewage and the second biochemistry pool 52 and the 3rd biochemistry pool 53, given birth to compared to traditional monopole
Change pond, its treatment effeciency improves 10%.It is understood that those skilled in the art can be set according to sewage disposal situation
The particular location of second through hole 12 and third through-hole 13, as long as the sewage in the second biochemistry pool 52 and the 3rd biochemistry pool 53 can be made
Form baffling.
Further, as shown in figure 1, the first biochemistry pool 51 is provided with intake chamber 15, for collecting the dirt flowed into from regulating reservoir 4
Water, intake chamber 15 are connected with the water inlet pipe 16 for sewage to be imported to the first biochemistry pool 51, and water inlet pipe 16 is vertically arranged and extended
To the bottom of the first biochemistry pool 51.The utility model by being vertically arranged and extending to the water inlet pipe 16 of the bottom of the first biochemistry pool 51,
Realize and intake from the bottom of the first biochemistry pool 51, and then the activated sludge in the first biochemistry pool 51 is stirred by current, at raising
Manage effect.Moreover, perforation water distributor is set to realize the traditional approach from the water inlet of biochemistry pool bottom compared in biochemistry pool bottom,
The utility model is because the mouth of pipe of water inlet pipe 16 is downward, and water inlet pipe 16 is not easily blocked and suck-back.
As shown in figure 1, the sedimentation basin 6 in the equipment is used for precipitating sludge, sedimentation basin 6 is provided with what is be connected with biochemistry pool 5
Distribution channel 17, and the effluent weir 19 being connected with sterilization pool 7.Inclined tube filler 18 is additionally provided with sedimentation basin 6, inclined tube filler 18 wraps
A water inlet end 181 and a water side 182 are included, water inlet end 181 is connected with distribution channel 17, and water side 182 is connected with effluent weir 19
It is logical.In use, the water inlet end 181 of inclined tube filler 18 is flowed into through distribution channel 17 from the sewage that biochemistry pool 5 flows into, and then from water side
182 outflows, sterilization pool 7 is flowed into through effluent weir 19.When sewage flows through inclined tube filler 18, inclined tube filler 18 is separated into current thin
Layer, sludge are snapped down to the bottom of sedimentation basin 6 along inclined tube wall, shorten the sedimentation time, are up to the surface loading of sedimentation basin 6
2.5m/h, compared to traditional sedimentation basin for being not provided with inclined tube filler, its surface loading improves 2.5 times, and deposition efficiency is higher,
The sedimentation basin of big volume need not be built, has saved construction cost.It should be noted that inclined tube filler 18 is commonly used in the art one
Kind form of bio-carrier, its structure and operation principle are well known to those skilled in the art, will not be described here.In addition, such as Fig. 3 institutes
Show, distribution channel 17 is provided with fourth hole 25, so that distribution channel 17 is connected with the water inlet end 181 of inclined tube filler 18.
As shown in Fig. 2 being additionally provided with sludge-tank 21 in casing, sedimentation basin 6 is provided with sludge pump 22, and sludge pump 22 is connected with defeated mud
Pipeline 23, mud conveying pipeline 23 are connected with sludge-tank 21.The sludge of the bottom precipitation of sedimentation basin 6 is periodically conveyed by sludge pump 22
Stored into sludge-tank 21, can effectively avoid the sludge of the bottom of sedimentation basin 6 excessive and influence sedimentation effect.
Further, as shown in Fig. 2 mud conveying pipeline 23 includes first outlet 231 and second outlet 232, first outlet 231
It is connected with sludge-tank 21, second outlet 232 is connected with biochemistry pool 5.It should be noted that first outlet 231 and second goes out
Pipeline where mouth 232 is respectively equipped with motor-driven valve 24, to control the opening and closing of first outlet 231 and second outlet 232.This
Sludge can be periodically delivered in sludge-tank 21 by the mud conveying pipeline 23 that sample is set to be stored, and and can is enough periodically to convey sludge
Into biochemistry pool 5 to supplement the sludge of biochemistry pool 5, recycling for sludge is realized, advantageously reduces cost of sewage disposal.
In addition, as shown in figure 1, septic tank 3 is provided with water inlet 1, sterilization pool 7 is provided with delivery port 20, so that sewage is from water inlet
Mouth 1 flows into, and successively by septic tank 3, regulating reservoir 4, biochemistry pool 5, sedimentation basin 6 and sterilization pool 7, is finally flowed out from delivery port 20.
It should be noted that in continuous operation, the water level in the casing of the integrated sewage treating apparatus is by water inlet 1 and delivery port
20 height determines that, in order to make full use of the space in casing, water inlet 1 and delivery port 20 are close to the top of the casing.
In the present embodiment, it is additionally provided with water inlet 1 for removing deimpurity screen cloth 2, the aperture of screen cloth 2 is 15mm-25mm.It can manage
Solution, those skilled in the art can be according to the aperture of the size adjusting screen cloth 2 of dirty impurities in water, as long as sewage can be removed
In bulk impurity.
In order that integrated sewage treating apparatus of the present utility model is clearer, below to one described in the utility model
The course of work for changing sewage disposal device is described as follows：
As shown in figure 1, in continuous operation, sewage flows into from water inlet 1, and initially enter septic tank 3 removes grease chamber 31, dirt
Oil slick scum silica frost in water swims in upper strata, due to except the first through hole 11 between grease chamber 31 and expansion chamber 32 be located at place second every
The middle part of plate 9, when sewage flows into expansion chamber 32 through the first through hole 11, the oil slick scum silica frost on upper strata is trapped in except in grease chamber 31.It is dirty
After water enters expansion chamber 32, the silt particle in sewage is settled down to bottom, due to the first through hole between expansion chamber 32 and clarifying chamber 33
11 are located at the top of place second partition 9, when sewage flows into clarifying chamber 33 through the first through hole 11, are trapped in the silt particle of sedimentation
In expansion chamber 32.Then, sewage flows into the regulation of the progress water of regulating reservoir 4 and water quality from clarifying chamber 33.Water and water quality adjustment
Finish, sewage flows into the first biochemistry pool 51, the second biochemistry pool 52 and the 3rd biochemistry pool 53 and carries out biochemical reaction removal sewage successively
In organic matter, wherein, be in " V " type baffling when sewage flows through the second biochemistry pool 52 and three biochemistry pools 53.Afterwards, sewage stream
Enter sedimentation basin 6, and flow through inclined tube filler 18 from bottom to top, sludge is snapped down to the bottom of sedimentation basin 6 along inclined tube wall, and upper strata is through precipitation
Sewage after processing flows into sterilization pool 7 and carried out disinfection.After sterilization, sewage can reach《Urban wastewater treatment firm pollutant emission mark
It is accurate》, most discharged afterwards through delivery port 20.
The utility model is integrated with septic tank 3 and regulating reservoir 4 pre-processes to sewage, and integrated septic tank 3 divides
Except grease chamber 31, expansion chamber 32 and 33 3, clarifying chamber process chamber, while preliminary anaerobic digestion is carried out, can tentatively to remove
Oil slick scum silica frost and silt particle, the treating capacity in subsequent biochemical pond 5 is alleviated, the processing time in subsequent biochemical pond 5 is shortened 20%.Root
According to some embodiments of the present utility model, by the way that biochemistry pool 5 is divided into the first biochemistry pool 51, the second biochemistry pool 52 and the three lives
Change pond 53, and make the sewage in the second biochemistry pool 52 and the 3rd biochemistry pool 53 be in " V " type baffling, extend sewage to greatest extent
Flow, increase catalytic oxidation time of microorganism in sewage and the second biochemistry pool 52 and the 3rd biochemistry pool 53, compared to tradition
Monopole biochemistry pool, its treatment effeciency improves 10%.According to some embodiments of the present utility model, by sedimentation basin 6
Inclined tube filler 18 is set, the surface loading of sedimentation basin 6 is up to 2.5m/h, compared to traditional precipitation for being not provided with inclined tube filler
Pond, its surface loading improve 2.5 times, and deposition efficiency is higher.
Claims (9)
1. integrated sewage treating apparatus, including casing, it is characterised in that：Some first partitions (8), institute are provided with the casing
State first partition (8) by the box house be divided into successively interconnected septic tank (3), regulating reservoir (4), biochemistry pool (5),
Sedimentation basin (6) and sterilization pool (7)；
Some second partitions (9) are provided with the septic tank (3), the second partition (9) separates the septic tank (3) successively
To be interconnected except grease chamber (31), expansion chamber (32) and clarifying chamber (33), the second partition (9) are provided with first through hole (11)
It is so that described except grease chamber (31), expansion chamber (32) and clarifying chamber (33) are sequentially communicated；
The first through hole (11) except between grease chamber (31) and expansion chamber (32) is located in place second partition (9)
Portion, so that the oil slick scum silica frost on upper strata is trapped in described remove in grease chamber (31)；Between the expansion chamber (32) and clarifying chamber (33)
The first through hole (11) is located at the top of place second partition (9), so that the silt particle of sedimentation is trapped in the expansion chamber (32)
In.
2. integrated sewage treating apparatus according to claim 1, it is characterised in that：The biochemistry pool (5) is if interior be provided with
The biochemistry pool (5) is divided into the first interconnected biochemistry pool by dry 3rd dividing plate (10), the 3rd dividing plate (10) successively
(51), the second biochemistry pool (52) and the 3rd biochemistry pool (53).
3. integrated sewage treating apparatus according to claim 2, it is characterised in that：3rd dividing plate (10) is provided with the
Two through holes (12) are so that first biochemistry pool (51), the second biochemistry pool (52) and the 3rd biochemistry pool (53) are sequentially communicated；It is described
The first partition (8) between 3rd biochemistry pool (53) and the sedimentation basin (6) is provided with third through-hole (13) so that described the
Three biochemistry pools (53) connect with the sedimentation basin (6)；Second through hole (12) and third through-hole (13) is staggered so that institute
The sewage stated in the second biochemistry pool (52) and the 3rd biochemistry pool (53) forms baffling.
4. integrated sewage treating apparatus according to claim 3, it is characterised in that：First biochemistry pool (51) and the
Second through hole (12) between two biochemistry pools (52) is set close to the top of the casing, second biochemistry pool (52) with
Second through hole (12) between 3rd biochemistry pool (53) is set close to the bottom of the casing, and the third through-hole (13) is leaned on
The top of the nearly casing is set.
5. according to the integrated sewage treating apparatus described in claim any one of 2-4, it is characterised in that：First biochemistry pool
(51) intake chamber (15) is provided with, the intake chamber (15) is connected with water inlet pipe (16), and the water inlet pipe (16) is vertically arranged and prolonged
Extend the first biochemistry pool (51) bottom.
6. integrated sewage treating apparatus according to claim 1, it is characterised in that：The sedimentation basin (6) is provided with and institute
State the distribution channel (17) that biochemistry pool (5) is connected, and the effluent weir (19) being connected with the sterilization pool (7).
7. integrated sewage treating apparatus according to claim 6, it is characterised in that：It is additionally provided with the sedimentation basin (6)
Inclined tube filler (18), the inclined tube filler (18) include a water inlet end (181) and a water side (182), the water inlet end (181)
It is connected with the distribution channel (17), the water side (182) is connected with the effluent weir (19).
8. integrated sewage treating apparatus according to claim 1, it is characterised in that：Sludge-tank is additionally provided with the casing
(21), the sedimentation basin (6) is provided with sludge pump (22), and the sludge pump (22) is connected with mud conveying pipeline (23), the dredging tube
Road (23) is connected with the sludge-tank (21).
9. integrated sewage treating apparatus according to claim 8, it is characterised in that：The mud conveying pipeline (23) includes the
One outlet (231) and second outlet (232), the first outlet (231) are connected with the sludge-tank (21), and described second goes out
Mouth (232) is connected with the biochemistry pool (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720576251.3U CN206985960U (en) | 2017-05-23 | 2017-05-23 | Integrated sewage treating apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720576251.3U CN206985960U (en) | 2017-05-23 | 2017-05-23 | Integrated sewage treating apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206985960U true CN206985960U (en) | 2018-02-09 |
Family
ID=61389323
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720576251.3U Expired - Fee Related CN206985960U (en) | 2017-05-23 | 2017-05-23 | Integrated sewage treating apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206985960U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112047511A (en) * | 2020-10-13 | 2020-12-08 | 中科广化（重庆）新材料研究院有限公司 | Micro-power sewage treatment device and method for farmhouse happiness |
-
2017
- 2017-05-23 CN CN201720576251.3U patent/CN206985960U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112047511A (en) * | 2020-10-13 | 2020-12-08 | 中科广化（重庆）新材料研究院有限公司 | Micro-power sewage treatment device and method for farmhouse happiness |
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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: 20180209 |
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| CF01 | Termination of patent right due to non-payment of annual fee |