CN206666338U - A kind of continous way sewage treatment unit - Google Patents

A kind of continous way sewage treatment unit Download PDF

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Publication number
CN206666338U
CN206666338U CN201720352527.XU CN201720352527U CN206666338U CN 206666338 U CN206666338 U CN 206666338U CN 201720352527 U CN201720352527 U CN 201720352527U CN 206666338 U CN206666338 U CN 206666338U
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China
Prior art keywords
filtering
sewage
separation baffles
filtrate
dephosphorization
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CN201720352527.XU
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Chinese (zh)
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杨吉芬
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Chengdu Zhihe Environmental Protection Technology Co Ltd
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Chengdu Zhihe Environmental Protection Technology Co Ltd
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Abstract

The utility model discloses a kind of continous way sewage treatment unit, including carbon leaching material, dephosphorization filtrate, gangue filtrate, treatment tank body and growth pond, the treatment tank body interior is provided with horizontal positioned filtering floating bed, it is set to grow pond above filtering floating bed, it is equipped with ceramic grain filter layer and nutrition soil layer in filtering floating bed successively from bottom to top, kind is implanted with water plant on nutrition soil layer;Separation baffles and lower separation baffles are welded with the filtering floating bed, treatment tank body is divided into sedimentation basin, dephosphorization filtering ponds, absorption filtering pool and water purifying tank by the upper separation baffles and lower separation baffles, sewage is facilitated to be flowed in treatment tank body, gangue filtrate is good to the removal effect of the organic matter in sewage and NH N, dephosphorization filtrate is to pollutants such as the ammonia nitrogen in sewage and phosphorus, carbon leaching material is realized to the successional purified treatment of sewage to the further adsorption cleaning of harmful substance in sewage.

Description

A kind of continous way sewage treatment unit
Technical field
Technical field of sewage is the utility model is related to, specifically a kind of continous way sewage treatment unit.
Background technology
Water resources problems has become one of an important factor for restricting China's economic development.With economy continuous development, People's living standards continue to improve, sanitary sewage, which will be directly discharged into river, lake, to cause water body seriously to pollute, and at present, be needed Sewage is subjected to purified treatment.Extensive sewage disposal equipment price is expensive, complicated at present, and it is dirty not to be suitable for life The processing of water is used, it is necessary to a kind of rational in infrastructure, and easy to use, simple and easy, scale of investment is small, the high ecology of landscape involvement property Treatment tank, reach the quick processing to sewage.
Utility model content
The purpose of this utility model is to provide a kind of continous way sewage treatment unit, to solve above-mentioned background technology The problem of middle proposition.
To achieve the above object, the utility model provides following technical scheme:
At a kind of continous way sewage treatment unit, including carbon leaching material, dephosphorization filtrate, gangue filtrate, sewage Pond body and growth pond are managed, the treatment tank body interior is provided with horizontal positioned filtering floating bed, filters in floating bed Side is set to grow pond, filters and is equipped with ceramic grain filter layer and nutrition soil layer successively from bottom to top in floating bed, is planted on nutrition soil layer It is implanted with water plant;It is welded with separation baffles and lower separation baffles in the filtering floating bed, the upper separation baffles and lower point Treatment tank body is divided into sedimentation basin, dephosphorization filtering ponds, absorption filtering pool and water purifying tank by baffles, the sedimentation basin, Filtering is respectively connected between upper separation baffles bottom and lower separation baffles above dephosphorization filtering ponds, absorption filtering pool and water purifying tank Loading plate;The sedimentation basin upper end is provided with high water level cartridge filter, connects sewage input pipe at the top of high water level cartridge filter, sewage is defeated Enter and flase floor be installed in the high water level cartridge filter below pipe, the filtering loading plate above the sedimentation basin and ceramic grain filter layer it Between be filled with gangue filtrate, filtered between the filtering loading plate and ceramic grain filter layer above the dephosphorization filtering ponds filled with dephosphorization Expect, carbon leaching material, the water purifying tank are filled between the filtering loading plate and ceramic grain filter layer above the absorption filtering pool Deflector is inside installed, drainpipe is installed on the treatment tank body at deflector rear.
As further program of the utility model:The quantity of the upper separation baffles and lower separation baffles is equal and mutual It is spaced apart, upper separation baffles are welded on treatment tank body upper part, and lower separation baffles are welded under treatment tank body Portion.
As further program of the utility model:The flase floor is obliquely installed, the high water level on the upside of flase floor bottom Filter residue floss hole is connected with cartridge filter.
As further program of the utility model:The height of the flase floor is more than the height in growth pond.
As further program of the utility model:The sedimentation basin bottom is provided with blow-off pipe.
As further program of the utility model:The dephosphorization filtrate is that sewage denitrogenates phosphorus haydite.
As further program of the utility model:The height of the drainpipe is less than the height of nutrition soil layer.
Compared with prior art, the beneficial effects of the utility model are:A kind of continous way sewage treatment unit, It is reasonable in design, it is easy for operation, facilitate sewage to be flowed in treatment tank body, flase floor filters out impurity and will filter Slag is discharged from filter residue floss hole, and blow-off pipe is used to discharge the deposit in sedimentation basin, and gangue filtrate is to having in sewage Machine thing and NH-N removal effect are good, and dephosphorization filtrate is to pollutants such as the ammonia nitrogen in sewage and phosphorus, and carbon leaching material is to sewage In the further adsorption cleaning of harmful substance, realize to the successional purified treatment of sewage.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation that pond is grown in the utility model.
In figure:1- water purifying tanks, 2- carbon leaching materials, 3- absorption filtering pools, 4- dephosphorization filtrate, 5- dephosphorization filtering ponds, 6- coals Spoil filtrate, 7- filterings loading plate, 8- treatment tanks body, 9- blow-off pipes, 10- sedimentation basins, 11- filter residues floss hole, 12- lattice Screen, 13- sewage input pipe, 14- high water level cartridge filter, 15- water plants, 16- growths pond, the upper separation baffles of 17-, 18- Separation baffles under nutrition soil layer, 19- layers of sand, 20- ceramic grain filters layer, 21- drainpipes, 22- filterings floating bed, 23- deflectors, 24-.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment obtained, belong to the scope of the utility model protection.
Refer to Fig. 1~2, in the utility model embodiment, a kind of continous way sewage treatment unit, including activated carbon Filtrate 2, dephosphorization filtrate 4, gangue filtrate 6, treatment tank body 8 and growth pond 16, in the treatment tank body 8 Portion is provided with horizontal positioned filtering floating bed 22, and the top of filtering floating bed 22 is set to grow pond 16, filter in floating bed 22 from lower and On be equipped with ceramic grain filter layer 20 and nutrition soil layer 18 successively, kind is implanted with water plant 15 on nutrition soil layer 18;The filtering is floating The quantity phase of separation baffles 17 and lower separation baffles 24, the upper separation baffles 17 and lower separation baffles 24 is welded with bed 22 Deng and spaced distribution, upper separation baffles 17 be welded on the top for the treatment of tank body 8, lower separation baffles 24 are welded on sewage Treatment tank body 8 is divided into sedimentation basin by the bottom of processing pond body 8, the upper separation baffles 17 and lower separation baffles 24 10th, dephosphorization filtering ponds 5, absorption filtering pool 3 and water purifying tank 1, the sedimentation basin 10, dephosphorization filtering ponds 5, absorption filtering pool 3 and net Filtering loading plate 7 is respectively connected between the bottom of upper separation baffles 17 of the top of pond 1 and lower separation baffles 24.
The upper end of sedimentation basin 10 is provided with high water level cartridge filter 14, the top of high water level cartridge filter 14 connection sewage input pipe 13, flase floor 12 is installed in the high water level cartridge filter 14 of the lower section of sewage input pipe 13, flase floor 12 is obliquely installed, flase floor 12 Filter residue floss hole 11 is connected with high water level cartridge filter 14 on the upside of bottom, the sewage that sewage input pipe 13 inputs passes through flase floor 12 filter out inflow sedimentation basin 10 after impurity, and filter residue is discharged from filter residue floss hole 11.
The height of the flase floor 12 is more than the height in growth pond 16, connects principle according to U-tube, avoids filter residue from discharging When, sewage overflows from filter residue floss hole 11, is also beneficial to sewage in high water level cartridge filter 14 and flows into growth pond 16.
The bottom of sedimentation basin 10 is provided with blow-off pipe 9, for the deposit in sedimentation basin 10 to be discharged.
Gangue filtrate 6, bastard coal are filled between the filtering loading plate 7 and ceramic grain filter layer 20 of the top of sedimentation basin 10 Stone filtrate 6 is to the organic matter and NH in sewage3- N removal effect is good.
Dephosphorization filtrate 4 is filled between the filtering loading plate 7 and ceramic grain filter layer 20 of the top of dephosphorization filtering ponds 5, is removed Phosphorus filtrate 4 is that sewage denitrogenates phosphorus haydite, to pollutants such as the ammonia nitrogen in sewage and phosphorus.
Carbon leaching material 2 is filled between the filtering loading plate 7 and ceramic grain filter layer 20 of the top of absorption filtering pool 3, Carbon leaching material 2 is to the further adsorption cleaning of harmful substance in sewage.
Deflector 23 is installed in the water purifying tank 1, draining is installed on the treatment tank body 8 at the rear of deflector 23 Pipe 21, the height of drainpipe 21 are less than the height of nutrition soil layer 18, are easy to water in water purifying tank 1 to discharge in time, avoid sewage from life Overflow in long pond 16.
Operation principle of the present utility model is:The sewage that sewage input pipe 13 inputs is filtered, sunk by flase floor 12 successively Shallow lake pond 10, which is precipitated, gangue filtrate 6 purifies, grows layer of sand 19 and ceramic grain filter layer 20 in pond 16 filters, dephosphorization filtrate 4 is net Change, layer of sand 19 and ceramic grain filter layer 20 filters, carbon leaching material 2 purifies, grows the and of layer of sand 19 in pond 16 in growth pond 16 Ceramic grain filter layer 20 flows into water purifying tank 1 after filtering, and is finally discharged from drainpipe 21.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and And in the case of without departing substantially from spirit or essential attributes of the present utility model, it can realize that this practicality is new in other specific forms Type., it is necessary to illustrate in the description of this specification, unless otherwise clearly defined and limited, term " setting ", " connected " And " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or it is integrally connected;Can be with It is to be joined directly together, can also be indirectly connected by intermediary, can is the connection of two element internals.For the general of this area For logical technical staff, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, sheet The scope of utility model is limited by appended claims rather than described above, it is intended that will fall equally in claim All changes in the implication and scope of part are included in the utility model.Any reference in claim should not be regarded To limit involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art It is appreciated that other embodiment.

Claims (7)

1. a kind of continous way sewage treatment unit, including carbon leaching material (2), dephosphorization filtrate (4), gangue filtrate (6), Treatment tank body (8) and growth pond (16), it is characterised in that water is installed inside the treatment tank body (8) The filtering floating bed (22) of placing flat, filtering floating bed (22) top are set to grow pond (16), in filtering floating bed (22) from bottom to top Ceramic grain filter layer (20) and nutrition soil layer (18) are equipped with successively, and kind is implanted with water plant (15) on nutrition soil layer (18);It is described Separation baffles (17) and lower separation baffles (24), the upper separation baffles (17) and lower separation are welded with filtering floating bed (22) Treatment tank body (8) is divided into sedimentation basin (10), dephosphorization filtering ponds (5), absorption filtering pool (3) and water purification by baffle plate (24) Pond (1), the upper separation baffles above the sedimentation basin (10), dephosphorization filtering ponds (5), absorption filtering pool (3) and water purifying tank (1) (17) filtering loading plate (7) is respectively connected between bottom and lower separation baffles (24);Sedimentation basin (10) upper end is provided with height Water level cartridge filter (14), connection sewage input pipe (13) at the top of high water level cartridge filter (14), the height below sewage input pipe (13) Flase floor (12) is installed, filtering loading plate (7) and ceramic grain filter above the sedimentation basin (10) in water level cartridge filter (14) Gangue filtrate (6) is filled between layer (20), filtering loading plate (7) and ceramic grain filter above the dephosphorization filtering ponds (5) Be filled with dephosphorization filtrate (4) between layer (20), filtering loading plate (7) and ceramic grain filter layer above the absorption filtering pool (3) (20) carbon leaching material (2) is filled between, deflector (23) is installed in the water purifying tank (1), deflector (23) rear Drainpipe (21) is installed on treatment tank body (8).
A kind of 2. continous way sewage treatment unit according to claim 1, it is characterised in that the upper separation baffles (17) and lower separation baffles (24) quantity it is equal and spaced distribution, upper separation baffles (17) are welded on treatment tank sheet Body (8) top, lower separation baffles (24) are welded on treatment tank body (8) bottom.
A kind of 3. continous way sewage treatment unit according to claim 1, it is characterised in that the flase floor (12) It is obliquely installed, filter residue floss hole (11) is connected with the high water level cartridge filter (14) on the upside of flase floor (12) bottom.
A kind of 4. continous way sewage treatment unit according to claim 1, it is characterised in that the flase floor (12) Height be more than growth pond (16) height.
A kind of 5. continous way sewage treatment unit according to claim 1, it is characterised in that the sedimentation basin (10) Bottom is provided with blow-off pipe (9).
A kind of 6. continous way sewage treatment unit according to claim 1, it is characterised in that the dephosphorization filtrate (4) phosphorus haydite is denitrogenated for sewage.
A kind of 7. continous way sewage treatment unit according to claim 1, it is characterised in that the drainpipe (21) Height be less than nutrition soil layer (18) height.
CN201720352527.XU 2017-04-06 2017-04-06 A kind of continous way sewage treatment unit Active CN206666338U (en)

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Application Number Priority Date Filing Date Title
CN201720352527.XU CN206666338U (en) 2017-04-06 2017-04-06 A kind of continous way sewage treatment unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720352527.XU CN206666338U (en) 2017-04-06 2017-04-06 A kind of continous way sewage treatment unit

Publications (1)

Publication Number Publication Date
CN206666338U true CN206666338U (en) 2017-11-24

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CN201720352527.XU Active CN206666338U (en) 2017-04-06 2017-04-06 A kind of continous way sewage treatment unit

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108097203A (en) * 2018-01-19 2018-06-01 北京师范大学 For the Preparation & Application of Modified Gangue Absorbent and its preparation process of Adsorption ammonia nitrogen

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108097203A (en) * 2018-01-19 2018-06-01 北京师范大学 For the Preparation & Application of Modified Gangue Absorbent and its preparation process of Adsorption ammonia nitrogen

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