CN209352630U - A kind of use in waste water treatment anaerobic jar - Google Patents

A kind of use in waste water treatment anaerobic jar Download PDF

Info

Publication number
CN209352630U
CN209352630U CN201821798463.7U CN201821798463U CN209352630U CN 209352630 U CN209352630 U CN 209352630U CN 201821798463 U CN201821798463 U CN 201821798463U CN 209352630 U CN209352630 U CN 209352630U
Authority
CN
China
Prior art keywords
water
waste water
cylinder
tank body
steel
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.)
Expired - Fee Related
Application number
CN201821798463.7U
Other languages
Chinese (zh)
Inventor
王清培
涅夫斯基·亚历山大
王义栋
郑志辉
张学礼
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.)
Shishi Shine Textile Technology Co Ltd
Original Assignee
Shishi Shine Textile 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 Shishi Shine Textile Technology Co Ltd filed Critical Shishi Shine Textile Technology Co Ltd
Priority to CN201821798463.7U priority Critical patent/CN209352630U/en
Application granted granted Critical
Publication of CN209352630U publication Critical patent/CN209352630U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The utility model discloses a kind of use in waste water treatment anaerobic jars, including cylinder of steel tank body, Sludge Bed area, floating zone, settling section, tank bottom water distributor, level-one three phase separator, second level three phase separator, effluent weir and knockout drum, waste water is through waste water feed liquor tube pump into tank bottom water distributor, the water distribution branch pipe of tank bottom water distributor is symmetrical arranged and water outlet mouth down, water outlet side is equipped with reflecting curtain, waste water reflects again in the tank bottom that sub-thread high speed water column flows to cylinder of steel tank body be sprayed onto reflecting curtain after disperse around in diffusing state, make waste water water distribution more evenly;Useless Organic substance in water generates a large amount of biogas by the anaerobic microbial conversion in Sludge Bed area, then carries out gas, liquid, solid three phase separation to biogas, waste water and sludge via level-one three phase separator, second level three phase separator;Have the characteristics that efficiency is high, treatment effeciency is high, tank bottom feed liquor water distribution is uniform, can ensure that anaerobic sludge and feed liquor are sufficiently mixed rapidly, can preferably be suitable for textile finishing pre-treatment anaerobic waste water biochemical treatment.

Description

A kind of use in waste water treatment anaerobic jar
Technical field
The utility model belongs to textile finishing pre-treatment sewage treatment equipment technical field, and in particular to a kind of wastewater treatment Use anaerobic jar.
Background technique
In the preceding processing wastewater treatment process of textile finishing, waste water will be insoluble in waste water in process hydrolysis acidification processing After hydrolysis of organic matter is dissolved organic matter, need to carry out further anaerobic biochemical treatment, the anaerobic biochemical treatment to waste water Process be carried out in anaerobic jar, and at present existing anaerobic jar other than the Shortcomings in efficiency and treatment effeciency, Anaerobic sludge can not be generally sufficiently mixed rapidly with feed liquor, and the feed liquor uniformity of water distribution of anaerobic jar is poor, can not be preferably Anaerobic biochemical treatment suitable for textile finishing pre-treatment waste water.
Summary of the invention
In view of the deficiencies of the prior art, the utility model is intended to provide that a kind of efficiency is high, treatment effeciency is high, tank bottom feed liquor cloth Water is uniform, can ensure that anaerobic sludge and feed liquor is well-mixed rapidly can preferably be suitable for textile finishing pre-treatment anaerobic waste water The use in waste water treatment anaerobic jar of biochemical treatment.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of use in waste water treatment anaerobic jar, including cylinder of steel tank body, Sludge Bed area, floating zone, settling section, tank bottom water distributor, Level-one three phase separator, second level three phase separator, effluent weir and knockout drum, Sludge Bed area, floating zone and settling section are in steel Sequentially distribution setting from bottom to top in tank, the interior outer tank skin surface of cylinder of steel tank body is coated with epoxy resin, tank bottom water distribution Device is arranged in the Sludge Bed area of cylinder of steel tank body and is located above the tank bottom of cylinder of steel tank body, and tank bottom water distributor and waste water inlet tube connect It connects, level-one three phase separator is mounted on the top for being located at floating zone in cylinder of steel tank body, second level three phase separator installation settings It is located at the top of settling section in cylinder of steel tank body, effluent weir, which is mounted on the tank deck of cylinder of steel tank body, is located at second level three phase separation The top of device, knockout drum are mounted on the tank deck of cylinder of steel tank body, and knockout drum passes through the first tracheae and level-one three Phase separator connection, knockout drum are connected with second level three phase separator by the second tracheae, are connected with back on knockout drum Water pipe, return pipe extend in Sludge Bed area above the tank bottom of cylinder of steel tank body, are provided with natural pond on the tank skin of knockout drum Gas discharge outlet;
Tank bottom water distributor includes that connecting tube, water distribution supervisor, water distribution branch pipe, water outlet and reflecting curtain, connecting tube are connected to It is connected on one end of water distribution supervisor and with water distribution supervisor, water distribution branch pipe, which is symmetrically arranged, to be connected on the two sides of water distribution supervisor, out The mouth of a river opens up distribution and is molded on the bottom wall of water distribution branch pipe, and reflecting curtain is arranged on the bottom wall of water distribution branch pipe positioned at water outlet Side, tank bottom water distributor are connected through pipe and connect with waste water inlet tube.
Further, annular spread is welded with eight pieces of fixation steel plates on the tank bottom wall bottom of the cylinder of steel tank body, Gu Determine to be welded with screw-thread steel on the bottom of steel plate, screw-thread steel is pre-buried to be arranged in tank body pedestal.
Further, the orifice diameter of the water outlet is 25mm.
Further, the reflecting curtain is weldingly fixed on water distribution branch pipe bottom wall simultaneously for the length direction along water distribution branch pipe The steel plate in splayed shape positioned at water outlet two sides.
The utility model has the following beneficial effects:
A kind of use in waste water treatment anaerobic jar of the utility model, waste water are pumped into tank bottom water distributor via waste water inlet tube, The water distribution branch pipe of tank bottom water distributor is symmetrical arranged and water outlet mouth down, and the side of water outlet is provided with reflecting curtain, and waste water is in single After stock high speed water column flows to the tank bottom of cylinder of steel tank body, by the blocking reflected of tank bottom be sprayed onto after reflecting curtain can in diffusing state to Surrounding is scattered, and realization makes the water distribution of waste water more evenly;Organic matter in waste water is completed by the anaerobe in Sludge Bed area to having The conversion of machine object is allowed to become methane, carbon dioxide and water, generates a large amount of biogas, and biogas will drive sludge and waste water uplink, then The three phase separation of gas, liquid, solid, sludge are carried out to biogas, waste water and sludge via level-one three phase separator, second level three phase separator It is deposited to Sludge Bed area, waste water is then discharged via effluent weir, and biogas is returned via after knockout drum further progress gas-liquid separation Utilization or direct emission are received, the return pipe that the waste water carried secretly in biogas then passes through knockout drum flows back into Sludge Bed area;Have Efficiency is high, treatment effeciency is high, tank bottom feed liquor water distribution is uniform, can ensure that anaerobic sludge and feed liquor is sufficiently mixed rapidly, can be preferably The characteristics of suitable for textile finishing pre-treatment anaerobic waste water biochemical treatment.
Detailed description of the invention
Fig. 1 is a kind of overall structure diagram of use in waste water treatment anaerobic jar of the utility model;
Fig. 2 is a kind of overlooking structure diagram of its cylinder of steel tank body of use in waste water treatment anaerobic jar of the utility model;
Fig. 3 is a kind of tank bottom mounting structure schematic diagram of its cylinder of steel tank body of use in waste water treatment anaerobic jar of the utility model;
Fig. 4 is a kind of tank bottom mounting structure partial enlargement of its cylinder of steel tank body of use in waste water treatment anaerobic jar of the utility model Figure;
Fig. 5 is a kind of side view of its tank bottom water distributor of use in waste water treatment anaerobic jar of the utility model;
Fig. 6 is a kind of top view of its tank bottom water distributor of use in waste water treatment anaerobic jar of the utility model.
In figure: 1, cylinder of steel tank body;2, Sludge Bed area;3, floating zone;4, settling section;5, tank bottom water distributor;6, level-one three-phase Separator;7, second level three phase separator;8, effluent weir;9, knockout drum;11, tank bottom wall;12, tank body pedestal;13, fixed steel Plate;14, screw-thread steel;50, waste water inlet tube;51, connecting tube;52, water distribution is responsible for;53, water distribution branch pipe;54, water outlet;55, anti- Penetrate baffle;91, the first tracheae;92, the second tracheae;93, return pipe;94, firedamp drainage mouth.
Specific embodiment
With reference to the accompanying drawing and specific embodiment, the utility model will be further described, in order to become apparent from geography Solve the technical idea of the requires of the utility model protection.
A kind of use in waste water treatment anaerobic jar of the utility model as shown in figures 1 to 6, including it is cylinder of steel tank body 1, Sludge Bed area 2, outstanding Floating region 3, settling section 4, tank bottom water distributor 5, level-one three phase separator 6, second level three phase separator 7, effluent weir 8 and knockout drum 9, Sludge Bed area 2, floating zone 3 and settling section 4 in cylinder of steel tank body 1 sequentially from bottom to top distribution setting, cylinder of steel tank body 1 it is inside and outside Tank skin surface is coated with epoxy resin, and tank bottom water distributor 5 is arranged in the Sludge Bed area 2 of cylinder of steel tank body 1 and is located at cylinder of steel tank Above the tank bottom of body 1, tank bottom water distributor 5 and waste water inlet tube 50 are connected, and level-one three phase separator 6 is mounted on cylinder of steel tank body It is located at the top of floating zone 3 in 1, second level three phase separator 7 is mounted on the top for being located at settling section 4 in cylinder of steel tank body 1, out Mill weir 8 is mounted on the top for being located at second level three phase separator 7 on the tank deck of cylinder of steel tank body 1,9 installation settings of knockout drum On the tank deck of cylinder of steel tank body 1, knockout drum 9 is connected by the first tracheae 91 and level-one three phase separator 6, knockout drum 9 are connected by the second tracheae 92 and second level three phase separator 7, and return pipe 93 is connected on knockout drum 9, and return pipe 93 extends Into Sludge Bed area 2 above the tank bottom of cylinder of steel tank body 1, firedamp drainage mouth 94 is provided on the tank skin of knockout drum 9;
Tank bottom water distributor 5 includes connecting tube 51, water distribution supervisor 52, water distribution branch pipe 53, water outlet 54 and reflecting curtain 55, is connected Adapter tube 51 is connected on one end of water distribution supervisor 52 and is connected to water distribution supervisor 52, and water distribution branch pipe 53, which symmetrically arranges to be connected to, matches On the two sides of water supervisor 52, water outlet 54 opens up distribution and is molded on the bottom wall of water distribution branch pipe 53, and reflecting curtain 55 is arranged in cloth It is located at the side of water outlet 54 on the bottom wall of water branch pipe 53, tank bottom water distributor 5 is connected through pipe 51 and waste water inlet tube 50 connects It connects.
Wherein, annular spread is welded with eight pieces of fixation steel plates 13, fixed steel on 11 bottom of tank bottom wall of cylinder of steel tank body 1 Screw-thread steel 14 is welded on the bottom of plate 13, screw-thread steel 14 is pre-buried to be arranged in tank body pedestal 12.
The orifice diameter of water outlet 54 is 25mm, and microstome diameter, aperture flow velocity is larger, and at this moment water distribution uniformity is fine, But head loss is larger;And big orifice diameter, aperture flow velocity are smaller, even water distribution degree has certain influence, but head loss compared with It is small;It therefore, is balance water distribution uniformity and head loss, it is the most suitable that the orifice diameter of water outlet 54 is selected as 25mm.
Reflecting curtain 55 is specially weldingly fixed on 53 bottom wall of water distribution branch pipe along the length direction of water distribution branch pipe 53 and position The steel plate in splayed shape in 54 two sides of water outlet.
The principle of the utility model use in waste water treatment anaerobic jar are as follows: waste water is pumped into tank bottom water distribution via waste water inlet tube 50 In device 5, the water distribution branch pipe 53 of tank bottom water distributor 5 be symmetrical arranged and water outlet 54 downward, the side of water outlet 54 is provided with reflection Baffle 55 is sprayed onto reflecting curtain by the blocking reflected of tank bottom after waste water flows to the tank bottom of cylinder of steel tank body 1 in sub-thread high speed water column It can be dispersed around in diffusing state after 55, realization makes the water distribution of waste water more evenly;Organic matter in waste water is by Sludge Bed area 2 Anaerobe completes the conversion to organic matter, is allowed to become methane, carbon dioxide and water, generates a large amount of biogas, and biogas can band Dynamic sludge and waste water uplink, then biogas, waste water and sludge are carried out via level-one three phase separator 6, second level three phase separator 7 The three phase separation of gas, liquid, solid, sludge settling to Sludge Bed area 2, waste water are then discharged via effluent weir 8, and biogas is via gas-liquid separation It is recycled after 9 further progress gas-liquid separation of tank or direct emission, the waste water carried secretly in biogas then passes through knockout drum 9 Return pipe 93 flows back into Sludge Bed area 2;With efficiency height, treatment effeciency is high, tank bottom feed liquor water distribution is uniform, can ensure that anaerobic sludge It is sufficiently mixed rapidly with feed liquor, can preferably be suitable for the characteristics of textile finishing pre-treatment anaerobic waste water biochemical treatment.
For those skilled in the art, it can make other each according to the above description of the technical scheme and ideas Kind is corresponding to be changed and deforms, and all these change and deform the guarantor that all should belong to the utility model claims Within the scope of shield.

Claims (4)

1. a kind of use in waste water treatment anaerobic jar, it is characterised in that: including cylinder of steel tank body (1), Sludge Bed area (2), floating zone (3), Settling section (4), tank bottom water distributor (5), level-one three phase separator (6), second level three phase separator (7), effluent weir (8) and gas-liquid point From tank (9), sequentially distribution is set from bottom to top in cylinder of steel tank body (1) for the Sludge Bed area (2), floating zone (3) and settling section (4) It sets, the interior outer tank skin surface of cylinder of steel tank body (1) is coated with epoxy resin, and tank bottom water distributor (5) is arranged in cylinder of steel tank body (1) In Sludge Bed area (2) and it is located above the tank bottom of cylinder of steel tank body (1), tank bottom water distributor (5) and waste water inlet tube (50) connection, one Grade three phase separator (6) is mounted on the top for being located at floating zone (3) in cylinder of steel tank body (1), second level three phase separator (7) peace The top for being located at settling section (4) in cylinder of steel tank body (1) is set in installing, and effluent weir (8) is mounted on the tank deck of cylinder of steel tank body (1) The upper top positioned at second level three phase separator (7), knockout drum (9) are mounted on the tank deck of cylinder of steel tank body (1), gas-liquid Knockout drum (9) is connected by the first tracheae (91) and level-one three phase separator (6), and knockout drum (9) passes through the second tracheae (92) it connects, is connected with return pipe (93) on knockout drum (9), return pipe (93) is extended to second level three phase separator (7) In Sludge Bed area (2) above the tank bottom of cylinder of steel tank body (1), firedamp drainage mouth is provided on the tank skin of knockout drum (9) (94);
Tank bottom water distributor (5) includes connecting tube (51), water distribution supervisor (52), water distribution branch pipe (53), water outlet (54) and reflection gear Plate (55), connecting tube (51) are connected on one end of water distribution supervisor (52) and are connected to water distribution supervisor (52), water distribution branch pipe (53) Symmetrically arrangement is connected on the two sides of water distribution supervisor (52), and water outlet (54) opens up the bottom that distribution is molded over water distribution branch pipe (53) On wall, the side for being located at water outlet (54), tank bottom water distributor (5) is arranged on the bottom wall of water distribution branch pipe (53) in reflecting curtain (55) It is connected through pipe (51) and waste water inlet tube (50) connection.
2. a kind of use in waste water treatment anaerobic jar as described in claim 1, it is characterised in that: the tank bottom of the cylinder of steel tank body (1) Annular spread is welded with eight pieces of fixation steel plates (13) on wall (11) bottom, is welded on the bottom of fixation steel plate (13) Screw-thread steel (14), screw-thread steel (14) is pre-buried to be arranged in tank body pedestal (12).
3. a kind of use in waste water treatment anaerobic jar as described in claim 1, it is characterised in that: the aperture of the water outlet (54) is straight Diameter is 25mm.
4. a kind of use in waste water treatment anaerobic jar as described in claim 1, it is characterised in that: the reflecting curtain (55) is along cloth The length direction of water branch pipe (53) is weldingly fixed on water distribution branch pipe (53) bottom wall and be located at water outlet (54) two sides is in eight words The steel plate of shape.
CN201821798463.7U 2018-11-02 2018-11-02 A kind of use in waste water treatment anaerobic jar Expired - Fee Related CN209352630U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821798463.7U CN209352630U (en) 2018-11-02 2018-11-02 A kind of use in waste water treatment anaerobic jar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821798463.7U CN209352630U (en) 2018-11-02 2018-11-02 A kind of use in waste water treatment anaerobic jar

Publications (1)

Publication Number Publication Date
CN209352630U true CN209352630U (en) 2019-09-06

Family

ID=67781297

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821798463.7U Expired - Fee Related CN209352630U (en) 2018-11-02 2018-11-02 A kind of use in waste water treatment anaerobic jar

Country Status (1)

Country Link
CN (1) CN209352630U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113925404A (en) * 2020-07-13 2022-01-14 苏州诚河清洁设备有限公司 Cleaning base and surface cleaning device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113925404A (en) * 2020-07-13 2022-01-14 苏州诚河清洁设备有限公司 Cleaning base and surface cleaning device
CN113925404B (en) * 2020-07-13 2023-02-03 苏州诚河清洁设备有限公司 Cleaning base and surface cleaning device

Similar Documents

Publication Publication Date Title
CN201952281U (en) Cyclone type waste water treatment device of swell anaerobic sludge bed
CN101497476B (en) Anaerobic reactor
CN203715375U (en) Automatic circulation rotary mixing type internal circulation anaerobic reactor
WO2020029571A1 (en) Rising-flow speed varying hydrolytic acidification reactor
CN209853813U (en) High-density sedimentation tank complete device
CN112723538A (en) Upflow type small-resistance anti-clogging anaerobic water distributor and process method thereof
CN102897911B (en) Anaerobic tank jet-flow water distributor and water distribution blending system
CN209352630U (en) A kind of use in waste water treatment anaerobic jar
CN202945093U (en) Jetting water distributor and water distribution and agitation system of anaerobic tank
CN208166666U (en) A kind of vortex self-circulating anaerobic reactor
CN203922822U (en) A kind of coagulating sedimentation sewage disposal integrated device
CN208104025U (en) Anaerobic reactor
CN105314816A (en) Sludge continuous dehydration device and sludge continuous dehydration method
CN206886706U (en) A kind of discharging device of multi-channel parallel, interval equivalent
CN107827233A (en) Anaerobic reactor
CN201978575U (en) White water filter machine
CN207108741U (en) L-type flow-guiding type MBBR integrated sewage treating apparatus
CN201505657U (en) Anaerobic reactor
CN108483640A (en) A kind of vortex self-circulating anaerobic reactor and its working method
CN208648875U (en) Internal-circulation anaerobic reactor
CN203935651U (en) A kind of novel sedimentation basin
CN206219403U (en) A kind of country sewage integrated treatment unit
CN112759075A (en) Perforated water distribution system for hydrolysis acidification zone
CN207435145U (en) A kind of new and effective anaerobic reactor
CN203763916U (en) Aerobic sludge settling device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190906

CF01 Termination of patent right due to non-payment of annual fee