CN211004697U - Wastewater treatment system - Google Patents

Wastewater treatment system Download PDF

Info

Publication number
CN211004697U
CN211004697U CN201921538278.9U CN201921538278U CN211004697U CN 211004697 U CN211004697 U CN 211004697U CN 201921538278 U CN201921538278 U CN 201921538278U CN 211004697 U CN211004697 U CN 211004697U
Authority
CN
China
Prior art keywords
filling
wastewater treatment
filler
reaction
treatment system
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
CN201921538278.9U
Other languages
Chinese (zh)
Inventor
陈久钧
唐纪伟
练生介
李永红
雷磊
郑继宽
刘传刚
吴俣
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.)
Sichuan North Hongguang Special Chemical Co ltd
Original Assignee
Sichuan North Hongguang Special Chemical 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 Sichuan North Hongguang Special Chemical Co ltd filed Critical Sichuan North Hongguang Special Chemical Co ltd
Priority to CN201921538278.9U priority Critical patent/CN211004697U/en
Application granted granted Critical
Publication of CN211004697U publication Critical patent/CN211004697U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model provides a wastewater treatment system, which relates to the technical field of wastewater treatment and comprises a plurality of reaction tanks connected in series, an aeration system used for carrying out aeration treatment on the reaction tanks, reaction fillers arranged in the reaction tanks, and a filler mechanism used for filling the reaction fillers, wherein the filler mechanism is arranged in the reaction tanks so as to be convenient for taking out the filler mechanism, and a gap is formed between the filler mechanism and the reaction tanks; the utility model relates to a rationally, simple structure adopt the filler mechanism to load the filler, utilize the clearance of filler mechanism and reaction tank and the clearance between the filler to handle waste water, be convenient for change and wash the filler, reduce the possibility that aeration mechanism blockked up.

Description

Wastewater treatment system
Technical Field
The utility model relates to a waste water treatment technical field particularly, relates to a waste water treatment system.
Background
Iron-carbon microelectrolysis is a good process for treating wastewater by using a metal corrosion principle to form a galvanic cell, and is also called an internal electrolysis method, an iron scrap filtration method and the like. The micro-electrolysis technology is an ideal process for treating high-concentration organic wastewater at present. Under the condition of no power supply, the micro-electrolysis material filled in the wastewater generates a 1.2V potential difference to carry out electrolysis treatment on the wastewater so as to achieve the purpose of degrading organic pollutants; at present, the iron-carbon filler is directly filled in the reaction tank, so that the iron-carbon filler is easy to harden and difficult to clean, the iron-carbon filler is troublesome to replace, and an aeration mechanism is easy to block.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wastewater treatment system, it adopts the filler mechanism to load and packs, utilizes the clearance of filler mechanism and reaction tank and the clearance between packing to handle waste water, is convenient for change and wash and packs, reduces the possibility that aeration mechanism blockked up.
The embodiment of the utility model is realized like this:
the utility model provides a wastewater treatment system, includes a plurality of reaction tanks of establishing ties and is used for right the aeration system that the reaction tank carries out aeration treatment is equipped with the reaction and packs in the reaction tank, still includes and is used for filling the filler mechanism of reaction packing, filler mechanism place in so that taking out of filler mechanism in the reaction tank, there is the clearance between filler mechanism and the reaction tank.
Furthermore, the filling mechanism comprises a plurality of filling baskets which are distributed in the reaction tank at intervals in an array manner.
Furthermore, the aeration system comprises a plurality of aeration branch pipes, and the aeration branch pipes are arranged in one-to-one correspondence with the filling baskets.
Furthermore, the stuffing basket comprises support legs and a basket body, the basket body is a box body with an opening at the top end, a sieve plate is arranged in the basket body and used for dividing an inner cavity of the basket body into an air bin and a stuffing bin, the stuffing bin is positioned right above the air bin, and the air bin is communicated with the aeration branch pipe; and one end of the support leg is connected with the basket body, and the other end of the support leg is supported at the bottom of the reaction tank.
Furthermore, a lifting lug for facilitating lifting is arranged on the basket body.
Furthermore, a plurality of annular grooves for packing are sequentially sleeved from outside to inside in the packing bin, and adjacent annular grooves are detachably connected.
The aeration branch pipe is communicated with the air bin through the compressed air blowing pipe, and the compressed air blowing pipes of the adjacent packing baskets are communicated with each other.
Further, the device also comprises a dosing pool which is communicated with the last stage of reaction pool.
Furthermore, the device also comprises a cleaning mechanism, wherein the cleaning mechanism comprises a high-pressure water gun which is used for extending into the filling gap to clean the filling mechanism.
Further, still include mud clearance mechanism, mud clearance mechanism includes the immersible pump, the entry of immersible pump extends to the bottom of the pool of reaction tank, the export intercommunication solid-liquid separation equipment of immersible pump.
The utility model has the advantages that:
the utility model relates to a rationally, simple structure adopt the filler mechanism to load the filler, utilize the clearance of filler mechanism and reaction tank and the clearance between the filler to handle waste water, be convenient for change and wash the filler, reduce the possibility that aeration mechanism blockked up.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic structural view of a wastewater treatment system provided in example 1 of the present invention;
fig. 2 is a front view of a stuffing basket provided in embodiment 2 of the present invention;
fig. 3 is a side view of a stuffing basket provided in embodiment 2 of the present invention;
fig. 4 is a top view of a stuffing basket provided in embodiment 2 of the present invention;
fig. 5 is a first top view of the packing ring grooves provided in embodiment 2 of the present invention;
fig. 6 is a second top view of the packing ring grooves provided in embodiment 2 of the present invention;
icon: 1-reaction tank, 11-filling mechanism, 111-filling basket, 1111-support leg, 1112-basket body, 1113-sieve plate, 1114-air bin, 1115-filling bin, 1116-lifting lug, 1117-annular groove, 1118-air-pressing blast pipe, 2-aeration branch pipe and 3-dosing tank.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Therefore, all other embodiments obtained by a person of ordinary skill in the art without any creative work belong to the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate the position or positional relationship based on the position or positional relationship shown in the drawings, or the position or positional relationship which is usually placed when the product of the present invention is used, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific position, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
Referring to fig. 1, the present embodiment provides a wastewater treatment system, which includes a plurality of reaction tanks 1 connected in series, and an aeration system for performing aeration treatment on the reaction tanks 1, wherein reaction fillers are disposed in the reaction tanks 1, and the wastewater treatment system further includes a filler mechanism 11 for filling the reaction fillers, the filler mechanism 11 is disposed in the reaction tanks 1 so as to be convenient for taking out the filler mechanism 11, and a gap exists between the filler mechanism 11 and the reaction tanks 1. The filling mechanism 11 comprises a plurality of filling baskets 111, and the filling baskets 111 are distributed in the reaction tank 1 at intervals in an array manner; the filler mechanism 11 is adopted to fill the filler, and the gap between the filler mechanism 11 and the reaction tank 1 and the gap between the fillers are utilized to treat the wastewater, so that the fillers are convenient to replace and clean, and the possibility of blockage of the aeration mechanism is reduced.
Because of the problems of self reaction of an iron-carbon system, calcium sulfate precipitation brought in at the front end and the like, the holes of the aeration pipe are easily blocked, the back flushing effect by water pressure is gradually reduced, and the aeration effect is an important factor influencing the pretreatment of the wastewater; in order to further reduce the possibility of blockage of the aeration pipes, the present embodiment adopts an independent design of the aeration pipes of each filler basket 111, and the specific implementation manner is as follows: the aeration system comprises a plurality of aeration branch pipes 2, and the aeration branch pipes 2 are arranged corresponding to the filler baskets 111 one by one.
After the filler is pretreated and operated for a period of time in the wastewater, sludge is wrapped around the filler, gaps among the filler are almost not formed after the operation is long, the processing capacity is greatly reduced, the filler basket 111 needs to be cleaned, and only the sludge on the surface of the filler can be cleaned when the sludge is manually cleaned and cleared, and the sludge in the gaps among the filler is difficult to clean or cannot be cleaned, so that the value of the filler is not effectively utilized by a large amount of filler; by adopting the design, the utilization rate of the filler is effectively improved, and the wastewater pretreatment cost is reduced; after long-term use, the packing basket 111 needs to be replaced, and the packing basket 111 needs to be lifted out of and into the reaction tank 1.
The cleaned sludge needs to be discharged in time, so that the normal operation of an aeration system is prevented from being influenced, and the sludge formed by mixing pollution and water has fluidity; by adopting the design, the labor intensity of workers in cleaning work when the iron carbon is adhered to the sludge in daily maintenance is effectively reduced, and the occupational health hazard risk is reduced.
If the reaction tank 1 is added with hydrogen peroxide for reaction, the reaction tank 1 has small capacity, short retention time of wastewater, insufficient catalytic reaction and influence on the degradation effect of pollution factors for wastewater treatment, and if excessive hydrogen peroxide is added for reaction to solve the problems, a large amount of sludge is attached to the surface of the filler, and the reaction effect of the filler is influenced, namely, the pollution accumulation amount is large and fast. The cleaning and the adding of the filler are required as long as the operation is performed, so that the labor and the financial resources are consumed, and the cost of wastewater pretreatment is increased; therefore, in the embodiment, the device further comprises a dosing tank 3 for collecting the wastewater treated from the reaction tank 1, and the dosing tank 3 is specially used for adding hydrogen peroxide for reaction and is communicated with the last stage reaction tank 1; by adopting the design, the frequency of sludge cleaning is effectively reduced (1 month/time is reduced to 3 months/time for original cleaning), and the amount of added iron and carbon is reduced (10 tons/1 month is reduced to 10 tons/3 months for original cleaning).
Example 2
The present embodiment includes all the contents of embodiment 1, except that, as shown in fig. 2, fig. 3 and fig. 4, the stuffing basket 111 includes support legs 1111 and a basket body 1112, the basket body 1112 is a box body with an open top end, a sieve plate 1113 is arranged in the basket body 1112 to divide the inner cavity of the basket body 1112 into an air bin 1114 and a stuffing bin 1115, the stuffing bin 1115 is located right above the air bin 1114, and the air bin 1114 is communicated with the aeration branch pipe 2; one end of the supporting leg 1111 is connected to the basket body 1112, and the other end of the supporting leg 1111 is supported on the bottom of the reaction chamber 1.
Because the aeration pipe is extremely easy to block, and the aeration effect is the important factor that influences waste water pretreatment, in order to guarantee in time that after some aeration branch pipes 2 take place to block up, reaction tank 1 can normally work anyhow, keeps good treatment effeciency, still includes pressure air blast pipe 1118, and aeration branch pipe 2 passes through pressure air blast pipe 1118 and communicates gas storehouse 1114, and the pressure air blast pipe 1118 of adjacent filler basket 111 communicates each other.
In actual use, the utilization rate of the filler on the periphery of the filler basket 111 is obviously higher than that of the internal filler, the replacement is to replace the whole filler frequently, so that the central filler is discarded for full use, and unnecessary waste is caused, in order to fully utilize the filler, in the embodiment, a plurality of filler annular grooves 1117 are sequentially sleeved from outside to inside in the filler bin 1115, the adjacent annular grooves 1117 are detachably connected, when the filler is replaced, the mutually sleeved filler annular grooves 1117 can be independently replaced, the replacement frequency of the periphery is obviously higher than that of the inside, by adopting the design, the utilization rate of the filler is improved, and the clearance of the filler is convenient to clean, it needs to be explained that the annular groove 1117 of the outermost layer of the filler is matched with the shape of the filler bin 1115 and can be polygonal, circular or elliptical, and the annular groove 1117 of the inner layer of the filler can not be limited by the design, the shape of the annular packing groove 1117 may be any shape, and the annular packing groove 1117 used in this embodiment is rectangular, as shown in fig. 5, while in other embodiments, it may be square, round or oval, as shown in fig. 6, and the above list is only for the purpose of illustration, and is not intended to limit the embodiments of the present invention.
Adopt the utility model discloses handle 3(4) -nitro o-xylene's waste water, pollution factor clearance COD promotes 72.59% from 37.23%, and aniline promotes 86.12% from 31.05%, and nitro thing promotes 95.07 from 47.56%.
The sludge cleaning frequency is reduced to 3 months/time from 1 month/time of the original cleaning, the number of operators is reduced to 3 persons from 6 persons, and the cleaning time is reduced to 2 days from 4 days. The labor cost is reduced by 8 times 6 times 300 yuan/day 4 times 3 times 300 yuan/day 2 84800 yuan, namely 8.48 ten thousand yuan.
The addition amount of the filler is reduced from the original 10 tons/month to 10 tons/3 months, the addition amount of the iron and carbon is reduced by 80 tons per year, and the iron and carbon is saved by 0.7 yuan by 80 yuan by 56 ten thousand yuan and the labor cost for adding the iron and carbon is reduced by 80 yuan by 48 yuan by 3840 yuan according to the price of 7000 yuan per ton.
Because the removal rate of the pollution factors is improved, the water content of the diluted wastewater is reduced to 0.3 time of the original water content when the wastewater enters the next step (namely a biochemical system), and the treated water is reduced by 0.3 x 12t/h 24h x 50 yuan/t x 300 days
And/10000 is 129.6 ten thousand yuan.
In conclusion, as the efficiency of the wastewater treatment system is improved, the pollution factors of the wastewater after the pretreatment process are reduced, the biochemical system can realize the production in increased quantity, partially solve the problem of the limitation of the wastewater on the production energy of the production line, realize the production in increased load of the main production line and improve the yield, thereby creating more economic benefits.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (10)

1. The utility model provides a wastewater treatment system, includes a plurality of reaction tanks (1) of establishing ties and is used for carrying out aeration treatment's aeration system to reaction tank (1), is equipped with reaction filler in reaction tank (1), its characterized in that: the reaction device also comprises a filling mechanism (11) used for filling the reaction filling material, the filling mechanism (11) is placed in the reaction tank (1) so as to be convenient for taking out the filling mechanism (11), and a gap is formed between the filling mechanism (11) and the reaction tank (1).
2. The wastewater treatment system of claim 1, wherein: the filling mechanism (11) comprises a plurality of filling baskets (111), and the filling baskets (111) are distributed in the reaction tank (1) at intervals in an array manner.
3. The wastewater treatment system of claim 2, wherein: the aeration system comprises a plurality of aeration branch pipes (2), and the aeration branch pipes (2) are arranged corresponding to the filling baskets (111) one by one.
4. The wastewater treatment system of claim 3, wherein: the packing basket (111) comprises support legs (1111) and a basket body (1112), the basket body (1112) is a box body with an opening at the top end, a sieve plate (1113) is arranged in the basket body (1112) and used for dividing the inner cavity of the basket body (1112) into an air bin (1114) and a packing bin (1115), the packing bin (1115) is positioned right above the air bin (1114), and the air bin (1114) is communicated with the aeration branch pipe (2); one end of the supporting leg (1111) is connected with the basket body (1112), and the other end of the supporting leg (1111) is supported at the bottom of the reaction tank (1).
5. The wastewater treatment system of claim 4, wherein: the basket body (1112) is provided with a lifting lug (1116) for facilitating lifting.
6. The wastewater treatment system of claim 4, wherein: a plurality of filling ring grooves (1117) are sequentially sleeved in the filling bin (1115) from outside to inside, and the adjacent ring grooves (1117) are detachably connected.
7. The wastewater treatment system of claim 4, wherein: the aeration branch pipe (2) is communicated with the air bin (1114) through the compressed air blast pipe (1118), and the compressed air blast pipes (1118) of the adjacent filling baskets (111) are communicated with each other.
8. The wastewater treatment system of claim 1, wherein: the device also comprises a dosing pool (3), wherein the dosing pool (3) is communicated with the last stage of the reaction pool (1).
9. The wastewater treatment system of claim 1, wherein: the cleaning mechanism comprises a high-pressure water gun for extending into the filling gap to clean the filling mechanism (11).
10. The wastewater treatment system of claim 1, wherein: still include sludge cleaning mechanism, sludge cleaning mechanism includes the immersible pump, the entry of immersible pump extends to reaction tank (1) bottom of the pool, the export intercommunication solid-liquid separation equipment of immersible pump.
CN201921538278.9U 2019-09-17 2019-09-17 Wastewater treatment system Active CN211004697U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921538278.9U CN211004697U (en) 2019-09-17 2019-09-17 Wastewater treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921538278.9U CN211004697U (en) 2019-09-17 2019-09-17 Wastewater treatment system

Publications (1)

Publication Number Publication Date
CN211004697U true CN211004697U (en) 2020-07-14

Family

ID=71473167

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921538278.9U Active CN211004697U (en) 2019-09-17 2019-09-17 Wastewater treatment system

Country Status (1)

Country Link
CN (1) CN211004697U (en)

Similar Documents

Publication Publication Date Title
CN201240865Y (en) Arced solid-liquid separation sieve for water treatment
CN211004697U (en) Wastewater treatment system
CN207659263U (en) A kind of industrial sewage processing unit
CN108275773B (en) Anoxic fluidized bed device for treating industrial wastewater
CN203820526U (en) Aerobic pool for sewage treatment and sewage treatment device
CN218372543U (en) Sewage treatment is hydrogen hydrogenation system of integration in coordination
CN101786724A (en) Technology for processing domestic sewage into normal water
CN211620292U (en) Integrated sewage treatment device
CN204981350U (en) Detachable constructed wetland filler module
CN208770934U (en) A kind of device for chemical engineering wastewater treatment
CN205145740U (en) Low discharge sewage pretreatment device
CN207596558U (en) The anaerobic pond that a kind of sludge and waste water come into full contact with
CN208378554U (en) A kind of sewage treatment aeration tank
CN202808398U (en) Mechanical fine bar screen waste remover
CN204752311U (en) Rise STREAMING anaerobic reactor
CN212532648U (en) Rural sewage integration treatment device based on sponge iron
CN111320340A (en) Bioreactor for treating garbage transfer station pressed leachate
CN214270595U (en) A processing apparatus for meal kitchen sewage
CN214088165U (en) Industrial wastewater treatment device
CN214880516U (en) Sewage treatment device
CN204079553U (en) A kind of iron-carbon micro-electrolysis reaction unit
CN204939044U (en) A kind of internal-circulation type iron-carbon micro-electrolysis reactor
CN215026775U (en) A waste water cyclic utilization equipment for pig plant sewage treatment
CN214571035U (en) Float ecological wetland equipment
CN209307175U (en) A kind of sewage disposal system using primary sludge fermentation

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant