CN210764867U - Multistage combination integration water treatment facilities based on photocatalysis - Google Patents

Multistage combination integration water treatment facilities based on photocatalysis Download PDF

Info

Publication number
CN210764867U
CN210764867U CN201921422280.XU CN201921422280U CN210764867U CN 210764867 U CN210764867 U CN 210764867U CN 201921422280 U CN201921422280 U CN 201921422280U CN 210764867 U CN210764867 U CN 210764867U
Authority
CN
China
Prior art keywords
overflow
bed
stage
overflow bed
pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201921422280.XU
Other languages
Chinese (zh)
Inventor
许雯佳
许亮
庞治
范慧军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Shuangliang Environmental Technology Co ltd
Original Assignee
Jiangsu Shuangliang Environmental Technology Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Shuangliang Environmental Technology Co ltd filed Critical Jiangsu Shuangliang Environmental Technology Co ltd
Priority to CN201921422280.XU priority Critical patent/CN210764867U/en
Application granted granted Critical
Publication of CN210764867U publication Critical patent/CN210764867U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model belongs to the water treatment field, concretely relates to multistage combination integration water treatment facilities based on photocatalysis places different treatment methods through the layering, handles step by step. The utility model discloses saved the quantity of flocculating agent greatly, can not only handle the suspended substance of aquatic, can also degrade the macromolecular substance in the dissolubility material of aquatic, all have better removal effect to ammonia nitrogen, TP and COD, and the operation is convenient, the disappearance blocking phenomenon, the fortune dimension is convenient.

Description

Multistage combination integration water treatment facilities based on photocatalysis
Technical Field
The utility model belongs to the water treatment field, concretely relates to multistage combination integration water treatment facilities based on photocatalysis.
Background
The existing integrated equipment mainly comprises three types, one type adopts a method of adding medicament and physical and chemical flocculation, mainly removes suspended substances in water, and has higher continuous use cost; the second is to adopt the biological method, the fabrication cost is expensive, the effect is slow, the floor area is large; and the third method adopts an MBR membrane, so that the manufacturing cost is high and the MBR membrane needs to be replaced regularly.
SUMMERY OF THE UTILITY MODEL
To the problem among the prior art, the utility model provides a multistage combination integration water treatment facilities based on photocatalysis has saved the quantity of flocculating agent greatly, can not only handle the suspended substance of aquatic, can also degrade the macromolecular substance in the soluble substance of aquatic, all has better effect of getting rid of to ammonia nitrogen, TP and COD, and operation is convenient, the phenomenon of blocking does not appear, fortune dimension is convenient.
In order to realize the technical purpose, the technical proposal of the utility model is that:
a multi-stage combined integrated water treatment device based on photocatalysis comprises a shell, wherein the shell is divided into a first-stage overflow bed, a second-stage overflow bed, a third-stage overflow bed, a fourth-stage overflow bed and a fifth-stage overflow bed from top to bottom through an overflow plate, a medicine storage box is arranged on the left side surface of the first-stage overflow bed, a water inlet pipe is arranged above the medicine storage box, sprayers are arranged above the first-stage overflow bed at intervals and are communicated with the medicine storage box, an overflow port of the first-stage overflow bed is communicated to the bottom of the second-stage overflow bed through an overflow pipe, a sludge discharge pipe with a sludge discharge valve is arranged below the overflow port, the sludge discharge pipe is communicated with the bottom of the first-stage overflow bed, a combined filter material is arranged in the second-stage overflow bed, an overflow port of the second-stage overflow bed is communicated to the bottom of the third-stage overflow bed through the overflow pipe, a photocatalysis net is, the photocatalysis net is positioned below the liquid level, a plurality of artificial light sources are fixed right above the photocatalysis net at intervals, an overflow port of the third-stage overflow bed is communicated to the bottom of the fourth-stage overflow bed through an overflow pipe, carbon fiber grass is arranged at the bottom of the fourth-stage overflow bed, an overflow port of the fourth-stage overflow bed is communicated to the bottom of the fifth-stage overflow bed through an overflow pipe, aeration oxygenators are arranged at intervals at the bottom of the fifth-stage overflow bed, biological fillers are arranged above the aeration oxygenators and fixed in the middle section of the fifth-stage overflow bed, a water outlet pipe is arranged on one side of the fifth-stage overflow bed, and the water outlet pipe is communicated with the overflow port of the fifth-stage overflow bed.
And a flushing pipe with a back flushing pump is arranged at the bottom of the secondary overflow bed.
The overflow ports of the first-stage overflow bed, the second-stage overflow bed, the third-stage overflow bed, the fourth-stage overflow bed and the fifth-stage overflow bed are all provided with intercepting nets.
The combined filter material comprises volcanic rock, gravel and active carbon which are sequentially paved from bottom to top.
The bottom of the shell is provided with a plurality of rollers.
As can be seen from the above description, the present invention has the following advantages:
1. the utility model discloses saved the quantity of flocculating agent greatly, can not only handle the suspended substance of aquatic, can also degrade the macromolecular substance in the dissolubility material of aquatic, all have better removal effect to ammonia nitrogen, TP and COD, and the operation is convenient, the disappearance blocking phenomenon, the fortune dimension is convenient.
2. The utility model discloses be equipped with mobilizable gyro wheel, can realize the mobility, the transportation is convenient, does not have secondary pollution hardly.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Detailed Description
With reference to fig. 1, a specific embodiment of the present invention is described in detail, but the present invention is not limited to the claims.
As shown in figure 1, the multi-stage combined integrated water treatment device based on photocatalysis comprises a shell 1, wherein the shell 1 is divided into a first-stage overflow bed 2, a second-stage overflow bed 3, a third-stage overflow bed 4, a fourth-stage overflow bed 5 and a fifth-stage overflow bed 6 from top to bottom through an overflow plate, a medicine storage box 2-1 is arranged on the left side surface of the first-stage overflow bed 2, a water inlet pipe 10 is arranged above the medicine storage box 2-1, sprayers 2-2 are arranged above the first-stage overflow bed 2 at intervals, the sprayers 2-2 are communicated with the medicine storage box 2-1, an overflow port of the first-stage overflow bed 2 is communicated to the bottom of the second-stage overflow bed 3 through an overflow pipe 9, a sludge discharge pipe 8 with a sludge discharge valve is arranged below the overflow port, the sludge discharge pipe 8 is communicated with the bottom of the first-stage overflow bed 2, a combined filter material is arranged in the second-stage overflow bed 3, the overflow port of the second-stage overflow device 3 is communicated to the bottom of a third-stage overflow bed 4 through an overflow pipe 9, a photocatalytic net 4-1 is arranged in the third-stage overflow bed 4, the photocatalytic net 4-1 is positioned below the liquid level, a plurality of artificial light sources 4-2 are fixed above the photocatalytic net 4-1 at intervals, the overflow port of the third-stage overflow bed 3 is communicated to the bottom of a fourth-stage overflow bed 5 through the overflow pipe 9, carbon fiber grass 5-1 is arranged at the bottom of the fourth-stage overflow bed 5, the overflow port of the fourth-stage overflow bed 5 is communicated to the bottom of a fifth-stage overflow bed 6 through the overflow pipe 9, an aeration oxygenator 6-1 is arranged at intervals at the bottom of the fifth-stage overflow bed 6, a biological filler 6-2 is arranged above the aeration oxygenator 6-1, and the biological filler is fixed at the middle section of, and a water outlet pipe 11 is arranged on one side of the five-stage overflow bed and is communicated with an overflow port of the five-stage overflow bed.
And a flushing pipe 12 with a back flushing pump is arranged at the bottom of the second-stage overflow 3 bed.
The overflow ports of the first-stage overflow bed 2, the second-stage overflow bed 3, the third-stage overflow bed 4, the fourth-stage overflow bed 5 and the fifth-stage overflow bed 6 are all provided with an interception net 7.
The combined filter material comprises 3-1 parts of volcanic rock, 3-2 parts of gravel and 3-3 parts of active carbon which are sequentially paved from bottom to top.
The bottom of the shell is provided with a plurality of rollers 13.
The utility model forms a five-layer structure by utilizing a mode of overflow plate formation step-by-step overflow, and carries out step-by-step treatment by placing different treatment modes in layers to achieve good treatment; a spray pipe communicated with a medicine storage box is arranged in the first-stage overflow bed, a flocculating agent is dissolved in the medicine storage box to form a flocculating agent solution, the flocculating agent solution is sprayed into the first-stage overflow bed through the spray pipe to form sedimentation, the amount of suspended matters in water is reduced, the blockage of a later-stage system is avoided, the settled sludge is directly discharged through a sludge discharge pipe, and the settled wastewater is directly introduced into the bottom of the second-stage overflow bed through an overflow pipe; the bottom of the second-stage overflow bed is provided with a back flush valve, waste water filtered by the combined filter material is communicated to the bottom of the third-stage overflow bed through an overflow pipe, a photocatalytic net is arranged in the third-stage overflow bed, an artificial light source matched with the photocatalytic net is arranged, a good photocatalytic degradation system is formed, the waste water subjected to photocatalytic degradation is communicated to the bottom of a fourth-stage overflow pipe through the overflow pipe, carbon fiber grass in the fourth-stage overflow pipe is adsorbed by the fiber grass and then communicated to the bottom of the fifth-stage overflow bed through the overflow pipe, the waste water is subjected to oxygen-increasing biological adsorption degradation through biological fillers and aeration oxygen-increasing devices, and then a water outlet pipe with an overflow port is used for discharging.
The setting of interception net can be with the waste water impurity interception of last level, prevents that impurity from carrying out next grade.
To sum up, the utility model has the advantages of it is following:
1. the utility model discloses saved the quantity of flocculating agent greatly, can not only handle the suspended substance of aquatic, can also degrade the macromolecular substance in the dissolubility material of aquatic, all have better removal effect to ammonia nitrogen, TP and COD, and the operation is convenient, the disappearance blocking phenomenon, the fortune dimension is convenient.
2. The utility model discloses be equipped with mobilizable gyro wheel, can realize the mobility, the transportation is convenient, does not have secondary pollution hardly.
It should be understood that the above detailed description of the present invention is only for illustrative purposes and is not limited to the technical solutions described in the embodiments of the present invention. It will be understood by those skilled in the art that the present invention may be modified and equivalents may be substituted to achieve the same technical effects; as long as the use requirement is satisfied, the utility model is within the protection scope.

Claims (5)

1. The utility model provides a multistage combination integration water treatment facilities based on photocatalysis which characterized in that: the device comprises a shell, wherein the shell is divided into a primary overflow bed, a secondary overflow bed, a tertiary overflow bed, a quaternary overflow bed and a quinary overflow bed from top to bottom through an overflow plate, a medicine storage box is arranged on the left side surface of the primary overflow bed, a water inlet pipe is arranged above the medicine storage box, sprayers are arranged above the primary overflow bed at intervals and are communicated with the medicine storage box, an overflow port of the primary overflow bed is communicated to the bottom of the secondary overflow bed through an overflow pipe, a sludge discharge pipe with a sludge discharge valve is arranged below the overflow port, the sludge discharge pipe is communicated with the bottom of the primary overflow bed, a combined filter material is arranged in the secondary overflow bed, the overflow port of the secondary overflow bed is communicated to the bottom of the tertiary overflow bed through an overflow pipe, a photocatalytic net is arranged in the tertiary overflow bed and is positioned below the liquid level, a plurality of artificial light sources are fixed above the photocatalytic net at intervals, the overflow port of the third-stage overflow bed is communicated to the bottom of the fourth-stage overflow bed through an overflow pipe, carbon fiber grass is arranged at the bottom of the fourth-stage overflow bed, the overflow port of the fourth-stage overflow bed is communicated to the bottom of the fifth-stage overflow bed through an overflow pipe, aeration oxygenators are arranged at intervals at the bottom of the fifth-stage overflow bed, biological fillers are arranged above the aeration oxygenators, the biological fillers are fixed at the middle section of the fifth-stage overflow bed, a water outlet pipe is arranged at one side of the fifth-stage overflow bed, and the water outlet pipe is communicated with the overflow port of the fifth-stage overflow bed.
2. The integrated water treatment device based on photocatalysis and multistage combination as claimed in claim 1, wherein: and a flushing pipe with a back flushing pump is arranged at the bottom of the secondary overflow bed.
3. The integrated water treatment device based on photocatalysis and multistage combination as claimed in claim 1, wherein: the overflow ports of the first-stage overflow bed, the second-stage overflow bed, the third-stage overflow bed, the fourth-stage overflow bed and the fifth-stage overflow bed are all provided with intercepting nets.
4. The integrated water treatment device based on photocatalysis and multistage combination as claimed in claim 1, wherein: the combined filter material comprises volcanic rock, gravel and active carbon which are sequentially paved from bottom to top.
5. The integrated water treatment device based on photocatalysis and multistage combination as claimed in claim 1, wherein: the bottom of the shell is provided with a plurality of rollers.
CN201921422280.XU 2019-08-29 2019-08-29 Multistage combination integration water treatment facilities based on photocatalysis Active CN210764867U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921422280.XU CN210764867U (en) 2019-08-29 2019-08-29 Multistage combination integration water treatment facilities based on photocatalysis

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921422280.XU CN210764867U (en) 2019-08-29 2019-08-29 Multistage combination integration water treatment facilities based on photocatalysis

Publications (1)

Publication Number Publication Date
CN210764867U true CN210764867U (en) 2020-06-16

Family

ID=71035626

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921422280.XU Active CN210764867U (en) 2019-08-29 2019-08-29 Multistage combination integration water treatment facilities based on photocatalysis

Country Status (1)

Country Link
CN (1) CN210764867U (en)

Similar Documents

Publication Publication Date Title
CN105502841B (en) A kind of folded spring layer scape formula sewage disposal device
CN204237680U (en) A kind of industrial sewage advanced treatment system
CN103864217B (en) A kind of multifunctional membrane aeration artificial marsh sewage treatment system
CN205590508U (en) Integrate sewage treatment system
CN113754197B (en) Near-zero maintenance village and town drinking water integrated purification device and method for treating source water by applying same
CN110143719A (en) A method of pressing down stifled aeration-type artificial wet land system and its purification sewage
CN206736035U (en) A kind of complex biological filter
CN103332834A (en) Manual ecological sewage treatment system suitable for villages and towns
CN101503266A (en) Biological-ecological combined method and apparatus for purifying sewage
CN210764867U (en) Multistage combination integration water treatment facilities based on photocatalysis
CN210438573U (en) Stifled oxygenation type constructed wetland system of inhibiting
CN205188085U (en) Bury sewage treatment device of formula hospital
CN105502820B (en) Integrated upright body circulation apparatus for treating sewage
CN105693036A (en) Intelligent sewage treatment system
CN102358669A (en) Five-stage medical waste water intelligent treating machine and treating process thereof
CN212102506U (en) Integrated sewage treatment equipment
CN210595462U (en) Double-chamber artificial rapid infiltration sewage purification system
CN1970473A (en) Eutrophicated water body double-fluidised form block-proof artificial wet land system
CN208667396U (en) A kind of MBR integrated sewage water equipment for reclaiming
CN101759331A (en) System for treating sewage of preposition activated sludge-gallery type artificial wetland and method therefor
CN105923933A (en) Sewage purification tank and sewage purification method
CN205874141U (en) Sewage purification tank
CN110845093A (en) Integrated sewage treatment equipment
CN110776216A (en) Waste water treatment device for aquaculture
CN205635253U (en) Intelligent sewage treatment system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant