CN209322674U - Energy saving moldeed depth bed integrated sewage treating apparatus - Google Patents

Abstract

The utility model provides energy saving moldeed depth bed integrated sewage treating apparatus, comprising: apparatus body, anaerobic pond, aerobic tank；In a rectangular parallelepiped shape, and apparatus body is made of the overall appearance of the apparatus body biochemical treatment area and advanced treating area two parts；The biochemical treatment area includes anaerobic pond, aerobic tank, and advanced treating area includes flocculation basin, inclined-tube sedimentation tank, filtering ponds；The water inlet pipe is located at the top of anaerobic pond left end, and the inside of anaerobic pond is arranged in biologic packing material；The outlet end of the return pipe is located at the top of anaerobic pond right end；The aerobic tank is located at the right side of anaerobic pond；The utility model passes through the improvement to deep bed integrated sewage treating apparatus, it is reasonable with layout designs, the circulation of backwash and filtration condition is realized with unlatching by the closing of a draining motor-driven valve, save the investment of electromechanical equipment and medicament, it is energy saving, practical advantage, to go wrong in effective solution existing apparatus and insufficient.

Description

Energy saving moldeed depth bed integrated sewage treating apparatus

Technical field

The utility model relates to technical field of sewage, more specifically, more particularly to a kind of energy saving moldeed depth bed one Change sewage disposal device.

Background technique

Sewage treatment is to reach sewage to drain a certain water body or mistake that the water quality requirement that reuses purifies it Journey.It is each that sewage treatment is widely used in building, agricultural, traffic, the energy, petrochemical industry, environmental protection, urban landscape, medical treatment, food and drink etc. The daily life of common people is also come into field more and more.

The depth that current most of sewage disposal devices are separated by solid-liquid separation using A/O, A2/O biochemical treatment and MBR film Reason, the water quality of water is preferable after processing, but MBR film filtration treatment needs the membrane body of aeration vibration for a long time, while needing carry out for every 9 minutes Air purge is washed for every 2 hours, every 2~4 weeks progress in-site chemical cleanings or offline chemical cleaning.This just need except MBR film with Outer hardware, such as: Aeration fan, produces water pump, backwashing pump at reflux pump.These equipment are all that long-play uses, and energy consumption is very Greatly, plant maintenance work is also larger.The medicaments such as sodium hypochlorite, hydrochloric acid can be also consumed when MBR film carries out chemical cleaning simultaneously.Change Water after learning cleaning is acidity, it is also necessary to which adding after medicament neutralizes could discharge.The chemical cleaning of MBR film also allows much without phase Close the operator of professional knowledge, operating difficulties.The advanced treating of MBR film, control system hardware more demanding to control system It puts into also larger.

In view of this, being studied improvement for existing problem, energy saving moldeed depth bed integrated sewage treating apparatus is provided, Come solve presently, there are need electromechanical equipment, energy consumption is big, the problem of management service inconvenience, it is intended to by the technology, reach solution The certainly purpose of problem and raising practical value.

Utility model content

The purpose of this utility model is to provide energy saving moldeed depth bed integrated sewage treating apparatus, to solve above-mentioned background skill The depth that the current most of sewage disposal devices proposed in art are separated by solid-liquid separation using A/O, A2/O biochemical treatment and MBR film Processing, the water quality of water is preferable after processing, but MBR film filtration treatment need for a long time aeration vibration membrane body, while need every 9 minutes into Promoting the circulation of qi is washed, and is washed within every 2 hours, every 2~4 weeks progress in-site chemical cleanings or offline chemical cleaning.This is just needed except MBR film Hardware in addition, such as: Aeration fan, produces water pump, backwashing pump at reflux pump.These equipment are all that long-play uses, and energy consumption is very Greatly, plant maintenance work is also larger.The medicaments such as sodium hypochlorite, hydrochloric acid can be also consumed when MBR film carries out chemical cleaning simultaneously.Change Water after learning cleaning is acidity, it is also necessary to which adding after medicament neutralizes could discharge.The chemical cleaning of MBR film also allows much without phase Close the operator of professional knowledge, operating difficulties.The advanced treating of MBR film, control system hardware more demanding to control system Put into also biggish problem and shortage.

To achieve the above object, the utility model provides energy saving moldeed depth bed integrated sewage treating apparatus, by following tool Body technique means are reached:

Energy saving moldeed depth bed integrated sewage treating apparatus, comprising: apparatus body, anaerobic pond, biologic packing material, returns at water inlet pipe Flow tube, aerobic tank biologic packing material, flocculation basin, inclined-tube sedimentation tank, filtering ponds, draining motor-driven valve, backwash water tank, goes out aerobic tank Water pipe, ultraviolet ray disinfector, medicine machine, blower, drainpipe, communicating pipe, water distributing area, deep bed filtrate, sludge reflux pump, aeration Pipe, control cabinet, operation room, liquidometer, overflow pipe, mud valve；The overall appearance of the apparatus body in a rectangular parallelepiped shape, and equipment Ontology is made of biochemical treatment area and advanced treating area two parts；The biochemical treatment area includes anaerobic pond, aerobic tank, depth Managing area includes flocculation basin, inclined-tube sedimentation tank, filtering ponds；The water inlet pipe is located at the top of anaerobic pond left end, and biologic packing material is set It sets in the inside of anaerobic pond；The outlet end of the return pipe is located at the top of anaerobic pond right end；The aerobic tank is located at anaerobic pond Right side, and connect at the top of the top of anaerobic pond right end and aerobic tank left end；The aerobic tank biologic packing material is arranged good The inside in oxygen pond, and aeration tube is laid on the bottom of aerobic tank；The flocculation basin is located at the right side of aerobic tank, and aerobic tank right end Top and flocculation basin left end at the top of connect；The inclined-tube sedimentation tank is located at the front side of flocculation basin, and the water outlet of flocculation basin The water inlet of mouth and inclined-tube sedimentation tank connects；The sludge reflux pump is mounted on the bottom on the inside of inclined-tube sedimentation tank, and sludge The outlet end of reflux pump is connected with the liquid feeding end of return pipe；The mud valve is mounted on the bottom of inclined-tube sedimentation tank；The mistake Filter tank is located at the right side of inclined-tube sedimentation tank, and connects at the top of the top of inclined-tube sedimentation tank right end and filtering ponds left end；It is described The lower part on the inside of filtering ponds is arranged in deep bed filtrate；The bottom on the inside of filtering ponds is arranged in the water distributing area, and water distributing area is located at The lower section of deep bed filtrate；It is laid on the bottom of filtering ponds the communicating pipe, and the liquid outlet of communicating pipe is located in water distributing area；It is described Liquidometer is mounted on the inner wall on filter tank top；The drainpipe is mounted on the top in filter tank, and drains motor-driven valve and be mounted on row On water pipe；The water outlet of the drainpipe extends to the outside of apparatus body；The backwash water tank is located at the right side in filter tank, and The top on the top and filter tank that backwash water tank connects；The liquid feeding end of the communicating pipe is mounted on the bottom of backwash water tank, And the inlet of communicating pipe connects with backwash water tank；The outer wall of backwash water tank left upper portion is arranged in the overflow pipe On, and the liquid feeding end of overflow pipe connects with backwash water tank；The operation room is located at the lower section of backwash water tank, and ultraviolet light Sterilizer is mounted in operation room；The outlet end end of the overflow pipe is connected with ultraviolet ray disinfector, and ultraviolet ray disinfector Outlet end be connected with outlet pipe；The water outlet of the outlet pipe extends to the outside of apparatus body；The assembling exists In operation room, and blower is connected with the inlet end of aeration tube；The medicine machine is mounted in operation room, and medicine machine with Flocculation basin is connected by drug feeding pipeline；The control cabinet is mounted in operation room, and drains motor-driven valve, liquidometer and control cabinet Electrical connection.

As advanced optimizing for the technical program, described in the utility model energy conservation moldeed depth bed integrated sewage treating apparatus The bottom of backwash water tank is equipped with N root communicating pipe in array-like, and makes the water distributing area for backwashing water tank and filtering ponds communicating pipe Connection.

As advanced optimizing for the technical program, described in the utility model energy conservation moldeed depth bed integrated sewage treating apparatus The water inlet end of drainpipe is located at the top on the right side of filter tank, and the bottom end of communicating pipe is located at the lower part on the left of filter tank.

As advanced optimizing for the technical program, described in the utility model energy conservation moldeed depth bed integrated sewage treating apparatus Flocculation basin is divided into three sections, and is interconnected between three sections of flocculation basins, and every intersegmental part loads micro swirl flocculation reaction ball, institute Stating micro swirl flocculation reaction ball is ABS material.

As advanced optimizing for the technical program, described in the utility model energy conservation moldeed depth bed integrated sewage treating apparatus The middle position of inclined-tube sedimentation tank is equipped with the plastic pipe chute that N root is in honeycombed distribution, and the lower part of inclined-tube sedimentation tank is bucket-shaped.

As advanced optimizing for the technical program, described in the utility model energy conservation moldeed depth bed integrated sewage treating apparatus The liquid level backwashed in water tank is identical as the liquid level in filter tank.

Due to the application of the above technical scheme, the utility model has the advantage that compared with prior art

1, the bottom of the utility model backwash water tank is equipped with N root communicating pipe in array-like, and makes communicating pipe to backwash Water tank is connected to the water distributing area of filtering ponds, and the water inlet end of drainpipe is located at the top on the right side of filter tank, and the bottom end of communicating pipe is located at The setting of bottom on the left of filter tank is backwashed by realizing the conveying of water communicating pipe between water tank and filtering ponds, when the two There are the water of the high side of liquid level when difference in height can be circulated to the low side of liquid level, working principle and linker communicating pipe for liquid level It is identical, to realize the backwashing function of device, and it is not necessarily to the auxiliary of any electromechanical equipment, saves the throwing of electromechanical equipment Enter.

2, the middle position of the utility model inclined-tube sedimentation tank is equipped with the plastic pipe chute that N root is in honeycombed distribution, and tiltedly The bucket-shaped setting in the lower part of pipe sedimentation basin, wadding body removal rate is high, and facilitates the collection of sludge.

3, the utility model has layout designs reasonable, passes through by the improvement to deep bed integrated sewage treating apparatus The closing of one solenoid valve and the circulation for opening realization backwash and filtration condition, save the investment of electromechanical equipment and medicament, Energy saving, practical advantage, to go wrong in effective solution existing apparatus and insufficient.

Detailed description of the invention

The attached drawing constituted part of this application is used to provide a further understanding of the present invention, the utility model Illustrative embodiments and their description are not constituteed improper limits to the present invention for explaining the utility model.In attached drawing In:

Fig. 1 is the filtration condition structural schematic diagram of the utility model；

Fig. 2 is the filtration condition side structure schematic view of the utility model；

Fig. 3 is the filtration condition backsight structural representation of the utility model；

Fig. 4 is the backwash status architecture schematic diagram of the utility model；

Fig. 5 is the backwash state side structure schematic view of the utility model；

Fig. 6 is the backwash state backsight structural representation of the utility model；

Fig. 7 is the overlooking structure diagram of the utility model.

In figure: apparatus body 1, water inlet pipe 2, anaerobic pond 3, biologic packing material 4, return pipe 5, aerobic tank 6, aerobic tank biology are filled out Material 7, flocculation basin 8, inclined-tube sedimentation tank 9, filtering ponds 10, draining motor-driven valve 11, backwash water tank 12, outlet pipe 13, ultraviolet light disappear Malicious device 14, medicine machine 15, blower 16, drainpipe 17, communicating pipe 18, water distributing area 19, deep bed filtrate 20, sludge reflux pump 21, Aeration tube 22, control cabinet 23, operation room 24, liquidometer 25, overflow pipe 26, mud valve 27.

Specific embodiment

The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.

It should be noted that in the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or two More than a；The instructions such as term " on ", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " Orientation or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the utility model and simplification Description, rather than the device or element of indication or suggestion meaning must have a particular orientation, constructed and grasped with specific orientation Make, therefore should not be understood as limiting the present invention.

In addition, term " first ", " second ", " third " etc. are used for description purposes only, it is not understood to indicate or imply Relative importance.

Meanwhile in the description of the present invention, unless otherwise clearly defined and limited, term " connected ", " connection " It shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can be mechanical connect It connects, is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For the general of this field For logical technical staff, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.

Referring to Figure 1 to Fig. 7, the particular technique that the utility model provides energy saving moldeed depth bed integrated sewage treating apparatus is real Apply scheme:

Energy saving moldeed depth bed integrated sewage treating apparatus, comprising: apparatus body 1, water inlet pipe 2, anaerobic pond 3, biologic packing material 4, return pipe 5, aerobic tank 6, aerobic tank biologic packing material 7, flocculation basin 8, inclined-tube sedimentation tank 9, filtering ponds 10, draining motor-driven valve 11, Backwash water tank 12, outlet pipe 13, ultraviolet ray disinfector 14, medicine machine 15, blower 16, drainpipe 17, communicating pipe 18, water distribution Area 19, deep bed filtrate 20, sludge reflux pump 21, aeration tube 22, control cabinet 23, operation room 24, liquidometer 25, overflow pipe 26, row Slurry valve 27；In a rectangular parallelepiped shape, and apparatus body 1 is by biochemical treatment area and two, advanced treating area for the overall appearance of apparatus body 1 Divide and constitutes；Biochemical treatment area includes anaerobic pond 3, aerobic tank 6, and advanced treating area includes flocculation basin 8, inclined-tube sedimentation tank 9, filtering ponds 10；Water inlet pipe 2 is located at the top of 3 left end of anaerobic pond, and the inside of anaerobic pond 3 is arranged in biologic packing material 4；Return pipe 5 goes out liquid End is located at the top of 3 right end of anaerobic pond；Aerobic tank 6 is located at the right side of anaerobic pond 3, and the top of 3 right end of anaerobic pond and aerobic tank 6 It connects at the top of left end；The inside of aerobic tank 6 is arranged in aerobic tank biologic packing material 7, and aeration tube 22 is laid on aerobic tank 6 Bottom；Flocculation basin 8 is located at the right side of aerobic tank 6, and connects at the top of the top of 6 right end of aerobic tank and 8 left end of flocculation basin；Tiltedly Pipe sedimentation basin 9 is located at the front side of flocculation basin 8, and the water outlet of flocculation basin 8 and the water inlet of inclined-tube sedimentation tank 9 connect；Sludge Reflux pump 21 is mounted on the bottom of 9 inside of inclined-tube sedimentation tank, and the liquid feeding end phase of the outlet end of sludge reflux pump 21 and return pipe 5 Connection；Mud valve 27 is mounted on the bottom of inclined-tube sedimentation tank 9；Filtering ponds 10 are located at the right side of inclined-tube sedimentation tank 9, and tube settling It connects at the top of the top of 9 right end of pond and 10 left end of filtering ponds；The lower part of 10 inside of filtering ponds is arranged in deep bed filtrate 20；Match The bottom of 10 inside of filtering ponds is arranged in pool 19, and water distributing area 19 is located at the lower section of deep bed filtrate 20；Communicating pipe 18 is laid on The bottom of filtering ponds 10, and the liquid outlet of communicating pipe 18 is located in water distributing area 19；Liquidometer 25 is mounted on the interior of 10 top of filter tank On wall；Drainpipe 17 is mounted on the top in filter tank 10, and drains motor-driven valve 11 and be mounted on drainpipe 17；The water outlet of drainpipe 17 End extends to the outside of apparatus body 1；Backwash water tank 12 is located at the right side in filter tank 10, and backwashes top and the filter of water tank 12 The top in pond 10 connects；The liquid feeding end of communicating pipe 18 is mounted on the bottom of backwash water tank 12, and the inlet of communicating pipe 18 It connects with backwash water tank 12；Overflow pipe 26 is arranged on the outer wall of backwash 12 left upper portion of water tank, and overflow pipe 26 Liquid feeding end connects with backwash water tank 12；Operation room 24 is located at the lower section of backwash water tank 12, and ultraviolet ray disinfector 14 is pacified In operation room 24；The outlet end end of overflow pipe 26 is connected with ultraviolet ray disinfector 14, and ultraviolet ray disinfector 14 go out Liquid end is connected with outlet pipe 13；The water outlet of outlet pipe 13 extends to the outside of apparatus body 1；Blower 16 is mounted on operation room In 24, and blower 16 is connected with the inlet end of aeration tube 22；Medicine machine 15 is mounted in operation room 24, and medicine machine 15 It is connected with flocculation basin 8 by drug feeding pipeline；Control cabinet 23 is mounted in operation room 24, and drains motor-driven valve 11, liquidometer 25 It is electrically connected with control cabinet 23.

Specifically, the bottom of backwash water tank 12 is equipped with N root communicating pipe 18 in array-like, and communicating pipe 18 makes to backwash Water tank 12 is connected to the water distributing area 19 of filtering ponds 10, is backwashed between water tank 12 and filtering ponds 10 by communicating pipe 18 realizing water Conveying, when there are the water of the high side of liquid level when difference in height can be circulated to liquid level low side communicating pipe for the liquid level of the two, Working principle is identical as linker, to realize the backwashing function of device, and is not necessarily to the auxiliary of any electromechanical equipment, section The investment of electromechanical equipment is saved.

Specifically, the water inlet end of drainpipe 17 is located at the top on 10 right side of filter tank, and the bottom end of communicating pipe 18 is located at filter tank The lower part in 10 left sides.

Specifically, flocculation basin 8 is divided into three sections, and is interconnected between three sections of flocculation basins 8, and the filling of every intersegmental part is micro- It is vortexed flocculation reaction ball, micro swirl flocculation reaction ball is ABS material.

Specifically, the middle position of inclined-tube sedimentation tank 9 is equipped with the plastic pipe chute that N root is in honeycombed distribution, and inclined tube is heavy The lower part in shallow lake pond 9 is bucket-shaped, and wadding body removal rate is high, and facilitates the collection of sludge.

Specifically, draining motor-driven valve 11 is backwashed when being in close state in liquid level and filter tank 10 in water tank 12 Liquid level is identical.

Specific implementation step:

Sewage raw water is pumped into water inlet pipe 2 from conditioning tank by water inlet submersible sewage pump, and flow into anaerobic pond 3 makes greatly through anaerobic organism reaction The anaerobic bacteria of amount breeding is attached on biologic packing material 4, with having in the anaerobic bacteria degradation sewage being attached on biologic packing material 4 Machine object, the sewage overflow through anaerobic biochemical treatment enter aerobic tank 6.Aerobic tank biologic packing material 7 and aeration tube are set in aerobic tank 6 22, the air that blower 16 generates is evenly arranged in 6 bottom of aerobic tank by aeration tube 22, is formed small bubble and is mixed with sewage, Improve dirty content of oxygen dissolved in water.Under a large amount of Effect of Dissolved Oxygen, the aerobic bacteria in sewage is bred, while being attached to aerobic 7 surface of pond biologic packing material, sewage are constantly contacted with 7 surface of aerobic tank biologic packing material, and aerobic bacteria carries out the organic matter in sewage Degradation, makes to purify the sewage；The a large amount of organic pollutants of sewage after biochemical treatment are removed, and sewage enters advanced treating Area, to the further advanced treating of the carry out such as some residual pollutant and solid suspension.Treated the sewage overflow of aerobic tank 6 into Enter flocculation basin 8, medicine machine 15, which adds flocculant to entering flocculation basin 8 by drug feeding pipeline, to react.Pass through three sections of flocculation reactions Afterwards, by solid small particles suspended matter, flocculation generates bulky grain alumen ustum, makes suspended substance sedimentation performance boost, while alumen ustum can also be inhaled Attached partial organic substances.The sewage for generating bulky grain alumen ustum reacts 8 outlet water at tail end holes through flocculation basin, flows into inclined-tube sedimentation tank 9.Oblique In pipe sedimentation basin 9, most alumen ustum are deposited to precipitating bottom of pond portion, form mud collection area in 9 bottom of inclined-tube sedimentation tank.Sludge reflux Sedimentation basin base sludge is pumped into anaerobic pond 3 by pump 21, makes activity sludge reflux, is improved 3 activated sludge concentration of anaerobic pond, is made micro- life Object content increases, and improves biochemical degradation performance.Extra activated sludge is discharged outside pond by mud valve 27.9 supernatant of inclined-tube sedimentation tank Liquid flows into filtering ponds 10 through water outlet, and after supernatant flows into filtering ponds 10, flow by gravity passes through deep bed filtrate 20 from top to bottom, deep Bed filtrate 20 intercepts most contaminant remaining and solid particle, and water is made to obtain deep purifying processing.Filtered water warp 10 bottom water distributing area 19 of filtering ponds is crossed, backwash water tank 12 is flowed into.The effective soil water for backwashing water tank 12 is that each filter tank is anti- Rinse water consumption, extra water flow into ultraviolet ray disinfector 14 by overflow pipe 26 and carry out disinfection processing, and the water after disinfection passes through Sewage disposal device is discharged in outlet pipe 13, into reservoir reuse or discharge.When deep bed filtrate 20 through intercepting dirt after a period of time After object, gradually appear hardened, strainability reduces, and head loss increases, and liquid level increases in filtering ponds 10.Control cabinet 23 passes through liquid When position 25 signal monitorings of meter reach the setting upper limit to 10 liquid level of filtering ponds, draining motor-driven valve 11 is opened, makes filtering ponds 10 to drainage Quickly discharge, 10 liquid level of filtering ponds reduce rapidly, and make to backwash water tank 12 and filtering ponds 10 form height difference, in the effect of gravity Under, the water of backwash water tank 12 is constantly flowed to filtering ponds 10 by communicating pipe 18, expands deep bed filtrate 20, between filtrate not Disconnected collision rubbing, the dirt that filter material surface intercepts are stripped, and the dirt after removing is discharged outside pond with drainpipe 17, is discharged outside pond Sewage backflow reenters equipment after mixing to conditioning tank with sewage raw water and is handled.When liquidometer 25 monitors filtering ponds 10 When liquid level reaches setting lower limit, control cabinet closes draining motor-driven valve 11, and equipment restarts to enter water state processed.

In summary: the energy conservation moldeed depth bed integrated sewage treating apparatus, the bottom by backwashing water tank are in array-like N root communicating pipe is installed, and is connected to backwash water tank with the water distributing area of filtering ponds, the water inlet end of drainpipe is located at filter Top on the right side of pond, and the bottom end of communicating pipe is located at the setting of the bottom on the left of filter tank, backwashes and leads between water tank and filtering ponds The conveying for realizing water communicating pipe is crossed, when there are the water of the high side of liquid level when difference in height to circulate through communicating pipe for the liquid level of the two The side low to liquid level, working principle is identical as linker, to realize the backwashing function of device, and is not necessarily to any machine The auxiliary of electric equipment saves the investment of electromechanical equipment；N root is installed in honeycombed point by the middle position of inclined-tube sedimentation tank The plastic pipe chute of cloth, and the bucket-shaped setting in lower part of inclined-tube sedimentation tank, wadding body removal rate is high, and facilitates the collection of sludge；It is logical The improvement to deep bed integrated sewage treating apparatus is crossed, has layout designs reasonable, passes through the closing and unlatching of a solenoid valve The circulation for realizing backwash and filtration condition, saves the investment of electromechanical equipment and medicament, energy saving, practical is excellent Point, to go wrong in effective solution existing apparatus and insufficient.

While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.

Claims (6)

1. energy saving moldeed depth bed integrated sewage treating apparatus, comprising: apparatus body (1), water inlet pipe (2), anaerobic pond (3), biology Filler (4), return pipe (5), aerobic tank (6), aerobic tank biologic packing material (7), flocculation basin (8), inclined-tube sedimentation tank (9), filtering ponds (10), drain motor-driven valve (11), backwash water tank (12), outlet pipe (13), ultraviolet ray disinfector (14), medicine machine (15), Blower (16), drainpipe (17), communicating pipe (18), water distributing area (19), deep bed filtrate (20), sludge reflux pump (21), aeration tube (22), control cabinet (23), operation room (24), liquidometer (25), overflow pipe (26), mud valve (27)；It is characterized by: described set In a rectangular parallelepiped shape, and apparatus body (1) is by biochemical treatment area and advanced treating area two parts structure for the overall appearance of standby ontology (1) At；The biochemical treatment area includes anaerobic pond (3), aerobic tank (6), and advanced treating area includes flocculation basin (8), inclined-tube sedimentation tank (9), filtering ponds (10)；The water inlet pipe (2) is located at the top of anaerobic pond (3) left end, and biologic packing material (4) is arranged in anaerobic pond (3) inside；The outlet end of the return pipe (5) is located at the top of anaerobic pond (3) right end；The aerobic tank (6) is located at anaerobism The right side in pond (3), and connect at the top of the top of anaerobic pond (3) right end and aerobic tank (6) left end；The aerobic tank biology is filled out Expect that (7) are arranged in the inside of aerobic tank (6), and aeration tube (22) is laid on the bottom of aerobic tank (6)；Flocculation basin (8) position It connects in the right side of aerobic tank (6), and at the top of the top of aerobic tank (6) right end and flocculation basin (8) left end；The inclined tube is heavy Shallow lake pond (9) is located at the front side of flocculation basin (8), and the water outlet of flocculation basin (8) and the water inlet of inclined-tube sedimentation tank (9) connect； The sludge reflux pump (21) is mounted on the bottom on the inside of inclined-tube sedimentation tank (9), and the outlet end of sludge reflux pump (21) with return The liquid feeding end of flow tube (5) is connected；The mud valve (27) is mounted on the bottom of inclined-tube sedimentation tank (9)；The filtering ponds (10) Positioned at the right side of inclined-tube sedimentation tank (9), and the top of inclined-tube sedimentation tank (9) right end and the top of filtering ponds (10) left end are mutually passed through It is logical；The lower part that the depth bed filtrate (20) is arranged on the inside of filtering ponds (10)；The water distributing area (19) is arranged in filtering ponds (10) The bottom of inside, and water distributing area (19) are located at the lower section of deep bed filtrate (20)；The communicating pipe (18) is laid on filtering ponds (10) Bottom, and the liquid outlet of communicating pipe (18) is located in water distributing area (19)；The liquidometer (25) is mounted on filter tank (10) top Inner wall on；The drainpipe (17) is mounted on the top of filter tank (10), and drains motor-driven valve (11) and be mounted on drainpipe (17) On；The water outlet of the drainpipe (17) extends to the outside of apparatus body (1)；The backwash water tank (12) is located at filter tank (10) right side, and the top for backwashing the top and filter tank (10) of water tank (12) connects；The feed liquor of the communicating pipe (18) End is mounted on the bottom of backwash water tank (12), and the inlet of communicating pipe (18) connects with backwash water tank (12)；It is described Overflow pipe (26) setting is on the outer wall of backwash water tank (12) left upper portion, and the liquid feeding end and backwashing water of overflow pipe (26) Case (12) connects；The operation room (24) is located at the lower section of backwash water tank (12), and ultraviolet ray disinfector (14) is mounted on In operation room (24)；The outlet end end of the overflow pipe (26) is connected with ultraviolet ray disinfector (14), and ultraviolet ray disinfector (14) outlet end is connected with outlet pipe (13)；The water outlet of the outlet pipe (13) extends to the outside of apparatus body (1)； The blower (16) is mounted in operation room (24), and blower (16) is connected with the inlet end of aeration tube (22)；The dosing Equipment (15) is mounted in operation room (24), and medicine machine (15) is connected with flocculation basin (8) by drug feeding pipeline；The control Cabinet (23) processed is mounted in operation room (24), and draining motor-driven valve (11), liquidometer (25) are electrically connected with control cabinet (23).

2. energy conservation moldeed depth bed integrated sewage treating apparatus according to claim 1, it is characterised in that: the backwashing water The bottom of case (12) is equipped with N root communicating pipe (18) in array-like, and makes communicating pipe (18) to backwash water tank (12) and filtering ponds (10) water distributing area (19) connection.

3. energy conservation moldeed depth bed integrated sewage treating apparatus according to claim 1, it is characterised in that: the drainpipe (17) water inlet end is located at the top on the right side of filter tank (10), and the bottom end of communicating pipe (18) is located at the lower part on the left of filter tank (10).

4. energy conservation moldeed depth bed integrated sewage treating apparatus according to claim 1, it is characterised in that: the flocculation basin (8) three sections are divided into, and is interconnected between three sections of flocculation basins (8), and every intersegmental part loads micro swirl flocculation reaction ball, institute Stating micro swirl flocculation reaction ball is ABS material.

5. energy conservation moldeed depth bed integrated sewage treating apparatus according to claim 1, it is characterised in that: the tube settling The middle position in pond (9) is equipped with the plastic pipe chute that N root is in honeycombed distribution, and the lower part of inclined-tube sedimentation tank (9) is bucket-shaped.

6. energy conservation moldeed depth bed integrated sewage treating apparatus according to claim 1, it is characterised in that: the draining is electronic The liquid level backwashed in water tank (12) when valve (11) is in close state is identical as the liquid level in filter tank (10).