CN201840919U - Rolling immersion type membrane capillary sludge depth dehydrating device - Google Patents

Rolling immersion type membrane capillary sludge depth dehydrating device Download PDF

Info

Publication number
CN201840919U
CN201840919U CN2010201238207U CN201020123820U CN201840919U CN 201840919 U CN201840919 U CN 201840919U CN 2010201238207 U CN2010201238207 U CN 2010201238207U CN 201020123820 U CN201020123820 U CN 201020123820U CN 201840919 U CN201840919 U CN 201840919U
Authority
CN
China
Prior art keywords
cylindrical shell
filter
membrane capillary
lautertuns
casing
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 - Lifetime
Application number
CN2010201238207U
Other languages
Chinese (zh)
Inventor
强光初
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.)
Wuxi Dani Intelligent Technology Co Ltd
Original Assignee
Wuxi Dani Intelligent 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 Wuxi Dani Intelligent Technology Co Ltd filed Critical Wuxi Dani Intelligent Technology Co Ltd
Priority to CN2010201238207U priority Critical patent/CN201840919U/en
Application granted granted Critical
Publication of CN201840919U publication Critical patent/CN201840919U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Abstract

The utility model relates to a rolling immersion type membrane capillary sludge depth dehydrating device, which comprises a sealed box body, wherein the box body is provided with a movable cover; the bottom of the side wall of the box body is provided with a sludge discharge door; a support bracket is arranged on the upper surface of a bottom plate of the box body; a filter body is arranged on the support bracket; a water outlet pipe is arranged on the box body under the filter body; a membrane capillary filter device is arranged on the filter body; the membrane capillary filter device comprises a support cylinder and tubular filter cloth; the cylinder top of the support cylinder is sealed; the cylinder bottom of the support cylinder is provided with a filter screen; the tubular filter cloth is installed in an inner hole of the support cylinder; a filter groove is arranged on the support cylinder; and the notch width of the filter groove positioned on the outer wall surface of the support cylinder is smaller than that of the filter groove positioned on the inner wall surface of the support cylinder. The utility model has the advantages of less unit sludge treatment cost, high treatment speed, lower moisture content of treated sludge, simple equipment structure and low running cost after running.

Description

A kind of roll immersed membrane capillary sludge deep dehydrator
Technical field
The utility model relates to a kind of sludge dehydration device, especially a kind of roll immersed membrane capillary sludge deep dehydrator.
Background technology
Usually, mud is through after dewatering, and water content generally reaches about 75%, and mud need be become organic fertilizer, fuel etc. as deep processing, and mud must also must further dewater, and generally also needs to dewater about 20%.Traditional handicraft must be passed through methods such as degree of depth pressurization, oven dry, and the Treatment of Sludge time is long, and it is big to consume steam, power, electric power amount, and Treatment of Sludge cost per ton is at 70~80 yuan.
Sewage disposal all can produce mud, and the mud major part is an activated sludge, water content is high especially, major part is an organic matter, contain toxicant simultaneously, heavy metal, phosphorus, ammonia, materials such as nitrogen, if mud is without dehydration, to transport to mud, packing, deep processing, generating, burning waits integrated treatment and utilization to make troubles, conventional Treatment of Sludge needs to obtain more dried mud (50% moisture), must adopt pad to bury, press filtration, centrifugation, vacuum press is separated, add methods such as thermal release, need to consume a large amount of kinetic forces, heat energy, time etc., all device for dehydrating sladge waste simultaneously, bulky, floor space is big, the cost height needs flight-line maintenance expense height, needs a large amount of Workforce Operations.Calculate according to moisture content 80%, China to 2010 year whole nation will produce 3,000 ten thousand tons of mud, if adopt above traditional approach to handle, and the fund and the energy that waste is huge.General activated sludge, most of biological substance for producing after the biodegradation, has higher viscosity, mud amplifies through Electronic Speculum to be observed, the overwhelming majority is the palpus shape colloidal substance of multi-dimensional spatial structure, and water must be wrapped in the inside by the shape colloidal substance, becomes phenomenon wet in the surface drying, and viscosity is big, is not easy to separate.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provides that a kind of unit sludge processing cost is little, processing speed is fast, handle the back roll immersed membrane capillary sludge deep dehydrator that moisture percentage in sewage sludge is lower, device structure is simple, operating cost is little.
The technical scheme that provides according to the utility model, described roll immersed membrane capillary sludge deep dehydrator, the casing that comprises a sealing, casing has removable cover, sidewall bottom at casing is provided with the spoil disposal door, on the upper surface of box bottom, be provided with bracing frame, on bracing frame, be provided with filtering bodies, on the casing below the filtering bodies, be provided with outlet pipe, on filtering bodies, be provided with the membrane capillary filter, described membrane capillary filter comprises support cylindrical shell and tubular filter cloth, the tube closedtop that supports cylindrical shell closes, and the tube end of supporting cylindrical shell is a filter screen, and tubular filter cloth is installed in the endoporus that supports cylindrical shell, offer lautertuns on the described support cylindrical shell, be positioned at lautertuns width of rebate on the external wall of support tube less than being positioned at the lautertuns width of rebate that supports on the cylindrical shell internal face.
The section of described lautertuns is a wedge shape.Described lautertuns is the straight trough shape, and the length direction of lautertuns is set in parallel with the axis that supports cylindrical shell.
The lautertuns width of rebate that is positioned on the external wall of support tube is 1.0~1.5 microns, and being positioned at the lautertuns width of rebate that supports on the cylindrical shell internal face is 10~15 millimeters.
In the endoporus of tubular filter cloth, be plugged with the backwash water inlet pipe.
The bottom edge of described spoil disposal door is concordant with the upper surface of filtering bodies.
Be positioned on the casing of membrane capillary filter top and offer the compressed air intake interface.
After the utility model operation, the unit sludge processing cost is little, and processing speed is fast, and it is lower to handle the back moisture percentage in sewage sludge, and device structure is simple, and operating cost is little.
Description of drawings
Fig. 1 is a stereogram of the present utility model.
Fig. 2 is the stereogram of membrane capillary filter in the utility model.
Fig. 3 is the A-A cutaway view of Fig. 2.
The specific embodiment
The utility model is described in further detail below in conjunction with concrete drawings and Examples.
As shown in the figure, this roll immersed membrane capillary sludge deep dehydrator, the casing 1 that comprises a sealing, casing 1 has removable cover 1.1, sidewall bottom at casing 1 is provided with spoil disposal door 1.2, on the upper surface of casing 1 base plate, be provided with bracing frame 2, on bracing frame 2, be provided with filtering bodies 3, on the casing below the filtering bodies 31, be provided with outlet pipe 4, on filtering bodies 3, be provided with membrane capillary filter 5, be positioned on the casing 1 of membrane capillary filter 5 tops and offer compressed air intake interface 6, described membrane capillary filter 5 comprises support cylindrical shell 5.1 and tubular filter cloth 5.2, the tube closedtop that supports cylindrical shell 5.1 closes, the tube end of supporting cylindrical shell 5.1 is a filter screen 5.5, tubular filter cloth 5.2 is installed in the endoporus that supports cylindrical shell 5.1, offers lautertuns 5.3 on the described support cylindrical shell 5.1, is positioned at lautertuns 5.3 width of rebate that support on cylindrical shell 5.1 outside wall surface less than being positioned at lautertuns 5.3 width of rebate that support on cylindrical shell 5.1 internal faces.
The section of described lautertuns 5.3 is a wedge shape.Described lautertuns 5.3 is the straight trough shape, and the length direction of lautertuns 5.3 is set in parallel with the axis that supports cylindrical shell 5.1.
In the endoporus of tubular filter cloth 5.2, be plugged with backwash water inlet pipe 5.4.
The bottom edge of described spoil disposal door 1.2 is concordant with the upper surface of filtering bodies 3.
Casing 1 can adopt common iron, cement manufacturing, and casing 1 is 2 meters wide, 4 meters long, high 1.5 meters cuboids.The plate upper surface of casing 1 has metal supporting frames 2, the auxilliary filtering bodies 3 of establishing above the metal supporting frames 2, filtering bodies 3 is selected micropore sand filtration brick for use, sand filtration brick smooth surface, inside is sand grains structure (2008 Olympic Games ground infiltration brick), and the removable cover 1.1 of casing 1 is can be portable, connects the thickly dotted membrane capillary filter 5 that is evenly distributed on the cover plate, casing 1 top is equipped with compressed air intake interface 6, and there is the backwash water pipe of series connection on removable cover 1.1 surfaces.
During use, at first reach about 80% filling mud in the casing 1, on filtering bodies 3, insert membrane capillary filter 5 then, when inserting membrane capillary filter 5, a Geometric drawing-board is arranged above the mud, as long as it is promptly passable on the filtering bodies 3 that membrane capillary filter 5 is inserted into the bottom, membrane capillary filter 5 is combined into a unit by supporting cylindrical shell 5.1 with tubular filter cloth 5.2; Support cylindrical shell 5.1 usefulness common stainless steel pipes and be processed into 25 centimeters high, 5 centimeters diameters, two sections are threaded, can many screen pipes that connect into all size length, support the lautertuns 5.3 that processes wedge shape on cylindrical shell 5.1 wall bodies, big mouthful of lautertuns 5.3 interior, 10~15 mm wides, the tip of lautertuns 5.3 outside, the tip width of lautertuns 5.3 is 1.0~1.5 microns, the big mouthful of ratio with the width of osculum is about 100: 1, the tip of lautertuns 5.3 is opened 1 with laser and is left, must shape colloidal substance build bridge in the cohesion of the tip of lautertuns 5.3, as the 5 preliminary treatment effects of membrane capillary filter, big mouthful of lautertuns 5.3 be convenient to backwash interior; Triangle stainless steel strength ratio is higher, when inserting mud, play the effect of diaphragm capillary filtering device 5, support the top of cylindrical shell 5.1 and leave backwash attachment plug, with cleaning water pipe UNICOM, the bottom is a planar structure, and the tube end filter screen 5.5 that supports cylindrical shell 5.1 is 400 order wire nettings, when inserting mud, the bottom surface of supporting cylindrical shell 5.1 with filtering bodies 3 contacts promptly can, do not need to fix; The installing space of membrane capillary filter 5 is that adjacent two support cylindrical shells, 5.1 outer walls are at a distance of about 10 centimeters.
The backwash water pipes are installed above the removable cover 1.1, during sludge dewatering need not, finish the back backwash in desliming and use; Membrane capillary filter 5 inserts after the casing 1 interior mud, the joint of the backwash water pipe 7 on the removable cover 1.1 inserts the backwash water inlet pipe 5.4 on membrane capillary filter 5 tops, cover removable cover 1.1, removable cover 1.1 seals with opening bolting soon with casing 1 structure, start compressed air, pressure is controlled at 0.1~0.15mpa/cm 2Pressure, continuous operation 20 minutes stopped 10 minutes, continued pressurized operation 20 minutes, went round and began again, sludge dewatering in 3~5 hours finishes (analyze sludge moisture content and fixed control with difference gauge), moisture percentage in sewage sludge reaches about 50%.Unclamp bolt then, lift by crane out removable cover 1.1, extract membrane capillary filter 5, the spoil disposal door 1.2 of opening casing 1 one ends carries out spoil disposal, removable cover 1.1 on the clean bonnet of mud discharging, isolated clean water adopts high-order normal pressure backwash, 3~5 minutes backwash time, mainly the filtering bodies 3 of bottom half is carried out backwash in the normal pressure backwash process; Membrane capillary filter 5 then concentrates on and carries out the normal pressure backwash in the backwash device, and the backwash time is 3~5 minutes, and the sewage after the cleaning enters the wastewater sedimentation groove, works and adopts special film washing liquid bubble to wash in 3~5 days 10 minutes.
The mud expressed water is owing to be to adopt rolling MBR submerged membrane, membrane aperture is dense, reach about 0.2~0.4 micron, therefore reach no bacterium basically, just contain organic matters (COD) less than materials such as 30 milligrams/L, toxic material, heavy metal, phosphorus (BOD) and ammonia, nitrogen, soft metals, can reach country, secondary A B grade standard discharging, water reuse in obtaining if desired, need only handle the standard of water reuse in promptly can reaching by series connection one-level MBR submerged membrane or mesopore tunica fibrosa.Pay special attention to this device and also must thoroughly clean once with the film washing liquid body about one week of use, the tubular filter cloth 5.2 among the present invention possesses the base-material that contains hydrophilic functional groups, so permeability rate is 3~5 times of the normal film filtering material.
After-treatment system also can adopt the Blang's version solid-liquid separator [patent of invention 200710019525.X] and the micro-aerated biological filter [patent of invention 200910031138.7] that have obtained patent of invention to handle directly qualified discharge of later waste water, perhaps middle water reuse.

Claims (6)

1. roll immersed membrane capillary sludge deep dehydrator, it is characterized in that: the casing (1) that comprises a sealing, casing (1) has removable cover (1.1), sidewall bottom at casing (1) is provided with spoil disposal door (1.2), on the upper surface of casing (1) base plate, be provided with bracing frame (2), on bracing frame (2), be provided with filtering bodies (3), on the casing (1) of filtering bodies (3) below, be provided with outlet pipe (4), on filtering bodies (3), be provided with membrane capillary filter (5), described membrane capillary filter (5) comprises support cylindrical shell (5.1) and tubular filter cloth (5.2), the tube closedtop that supports cylindrical shell (5.1) closes, the tube end of supporting cylindrical shell (5.1) is filter screen (5.5), tubular filter cloth (5.2) is installed in the endoporus that supports cylindrical shell (5.1), offer lautertuns (5.3) on the described support cylindrical shell (5.1), be positioned at lautertuns (5.3) width of rebate that supports on cylindrical shell (5.1) outside wall surface less than being positioned at lautertuns (5.3) width of rebate that supports on cylindrical shell (5.1) internal face.
2. roll immersed membrane capillary sludge deep dehydrator as claimed in claim 1 is characterized in that: the section of described lautertuns (5.3) is a wedge shape.
3. roll immersed membrane capillary sludge deep dehydrator as claimed in claim 1 or 2 is characterized in that: described lautertuns (5.3) is the straight trough shape, and the length direction of lautertuns (5.3) is set in parallel with the axis that supports cylindrical shell (5.1).
4. roll immersed membrane capillary sludge deep dehydrator as claimed in claim 3, it is characterized in that: being positioned at lautertuns (5.3) width of rebate that supports on cylindrical shell (5.1) outside wall surface is 1.0~1.5 microns, and being positioned at lautertuns (5.3) width of rebate that supports on cylindrical shell (5.1) internal face is 10~15 millimeters.
4, roll immersed membrane capillary sludge deep dehydrator as claimed in claim 1 is characterized in that: be plugged with backwash water inlet pipe (5.4) in the endoporus of tubular filter cloth (5.2).
5. roll immersed membrane capillary sludge deep dehydrator as claimed in claim 1 is characterized in that: the bottom edge of described spoil disposal door (1.2) is concordant with the upper surface of filtering bodies (3).
6. roll immersed membrane capillary sludge deep dehydrator as claimed in claim 1 is characterized in that: be positioned on the casing (1) of membrane capillary filter (5) top and offer compressed air intake interface (6).
CN2010201238207U 2010-02-24 2010-02-24 Rolling immersion type membrane capillary sludge depth dehydrating device Expired - Lifetime CN201840919U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201238207U CN201840919U (en) 2010-02-24 2010-02-24 Rolling immersion type membrane capillary sludge depth dehydrating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201238207U CN201840919U (en) 2010-02-24 2010-02-24 Rolling immersion type membrane capillary sludge depth dehydrating device

Publications (1)

Publication Number Publication Date
CN201840919U true CN201840919U (en) 2011-05-25

Family

ID=44035824

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201238207U Expired - Lifetime CN201840919U (en) 2010-02-24 2010-02-24 Rolling immersion type membrane capillary sludge depth dehydrating device

Country Status (1)

Country Link
CN (1) CN201840919U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102389660A (en) * 2011-09-30 2012-03-28 江苏大学 Plum tube type membrane separation sludge dewatering device
CN102976448A (en) * 2012-10-31 2013-03-20 哈尔滨工业大学水资源国家工程研究中心有限公司 Immersed ultrafiltration membrane water production testing reactor capable of sidewall concentrated sludge removal
AU2019219858B2 (en) * 2015-11-03 2021-05-27 Outotec (Finland) Oy Vacuum box, belt filter, methods for servicing a vacuum belt filter, method for liquid-solid separation of a slurry, and filter element

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102389660A (en) * 2011-09-30 2012-03-28 江苏大学 Plum tube type membrane separation sludge dewatering device
CN102389660B (en) * 2011-09-30 2014-04-09 江苏大学 Plum tube type membrane separation sludge dewatering device
CN102976448A (en) * 2012-10-31 2013-03-20 哈尔滨工业大学水资源国家工程研究中心有限公司 Immersed ultrafiltration membrane water production testing reactor capable of sidewall concentrated sludge removal
CN102976448B (en) * 2012-10-31 2013-09-25 哈尔滨工业大学水资源国家工程研究中心有限公司 Immersed ultrafiltration membrane water production testing reactor capable of sidewall concentrated sludge removal
AU2019219858B2 (en) * 2015-11-03 2021-05-27 Outotec (Finland) Oy Vacuum box, belt filter, methods for servicing a vacuum belt filter, method for liquid-solid separation of a slurry, and filter element

Similar Documents

Publication Publication Date Title
CN106316359A (en) Method for preparing ceramic membrane supporting body from water purification plant sludge and prepared ceramic membrane supporting body
CN103030258A (en) Deep dehydration device and dehydration method for sludge
CN201840919U (en) Rolling immersion type membrane capillary sludge depth dehydrating device
CN201722272U (en) Sludge thickening and dewatering device for oilfield
CN201186181Y (en) Ceramic film filter
CN101601947B (en) Sludge concentration method and filtering separation device thereof
CN101797451B (en) Roll immersed membrane capillary sludge deep dehydrator
CN105502886A (en) Minitype sludge innocent treatment system with waterproof casing
CN202912816U (en) Novel sludge drying pond
CN101759342A (en) Sludge vacuum subcharge combined compressing and dewatering device
CN101774744B (en) Unpowered sludge dehydration device
CN214654418U (en) High-efficient dewatering system of mud
CN204803211U (en) Multiple sludge dewatering device of circulated formula
CN203833785U (en) Rapid sludge percolation and desiccation pond
CN201660538U (en) Sludge vacuum-heaped load combined compression dewatering device
CN207361813U (en) A kind of efficiently water purification quartz filter
CN202594936U (en) Sludge treatment device
CN219486667U (en) Be applied to dewatering device of dregs processing
CN215559611U (en) Domestic sewage recycling device for construction site
CN210683226U (en) High-efficient active carbon apparatus for producing
CN204569702U (en) Double-deck level filtering type helical compression sludge dewatering equipment
CN215365417U (en) Mud separation hydroextractor for sludge treatment
CN203794765U (en) Small-sized harmless sludge treatment system
CN213172011U (en) Sludge concentration dewatering device for sewage treatment
CN220684942U (en) Silt normal position is dehydration unit and device in advance

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20110525

Effective date of abandoning: 20110921