CN201292283Y - Baffling high-efficiency bio-filter apparatus - Google Patents

Baffling high-efficiency bio-filter apparatus Download PDF

Info

Publication number
CN201292283Y
CN201292283Y CNU200820224258XU CN200820224258U CN201292283Y CN 201292283 Y CN201292283 Y CN 201292283Y CN U200820224258X U CNU200820224258X U CN U200820224258XU CN 200820224258 U CN200820224258 U CN 200820224258U CN 201292283 Y CN201292283 Y CN 201292283Y
Authority
CN
China
Prior art keywords
wall
overflow
interval
pool
filter
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
CNU200820224258XU
Other languages
Chinese (zh)
Inventor
游奎
马彩华
高天翔
张秀梅
刘新田
张存远
王绍军
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.)
Ocean University of China
Original Assignee
Ocean University of China
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 Ocean University of China filed Critical Ocean University of China
Priority to CNU200820224258XU priority Critical patent/CN201292283Y/en
Application granted granted Critical
Publication of CN201292283Y publication Critical patent/CN201292283Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model provides a deflection high-efficiency biological filter tank which is rectangular and is provided with a plurality of transversal overflow partition walls, wherein one end of each transversal overflow partition wall is connected with a tank wall, and the other end is at a certain distance from the opposite tank wall; the bottoms the transversal overflow partition walls are connected with a tank bottom, and two adjacent stages of transversal overflow partition walls are crossed and arranged left and right; the first-stage overflow partition is opposite to a water inlet, the final-stage overflow partition is opposite to a water outlet, and the transversal overflow partition walls are zigzagged left and right; a plurality of longitudinal overflow partition walls are additionally arranged in a space separated by each stage of partition wall, and both ends of each longitudinal overflow partition wall are connected with the transversal overflow partition walls or tank walls; overflow partitions are staggered at the bottom or the upper ends of two adjacent longitudinal overflow partition walls, and the other end of either longitudinal partition wall is level with the upper ends of the tank walls or is connected with the bottom; the overflow partition of the first longitudinal overflow partition wall is opposite to the water inlet, the final stage is opposite to the water outlet, and the overflow partitions are staggered in an N shape up and down in each stage of space. The utility model has the advantages of simple structure, scientific design, space saving, cost saving, economy and practicability and is suitable for wide popularization.

Description

A kind of baffling high-efficiency bio-filter pool device
Technical field
The utility model relates to a kind of biological filter of water treatment, relates in particular to the biological treatment stage baffling high-efficiency bio-filter pool of water treatment procedures such as being applicable to sewage disposal, water circulation use.
Technical background
Patent and correlative study report about the biological filter are more, as application number is patents such as 200410022455,03234612200710021144,200620077234,200620060152,200610025392 design and more scientific research bibliographical information, mainly is that relevant filler filter material is chosen and mounting means, Inlet and outlet water and intake method, filter tank arrangement mode, anaerobism and aerobic are handled patents and research report such as associating use.Generally do not consider the design and the current trend of inside, filter tank in above-mentioned these patent designs, current in the biological filter in the horizontal direction with vertical all with directly to the ground path flow, reduce the current journey and contact the treatment time with water, the above-mentioned design biological filter of small volume does not just have good water treatment effect, must use bigger biological filter, because water is directly to the ground path flow, water in the biological filter can not reach effective circulation, can not get a desired effect, take up room very much simultaneously, cost is than higher.
Summary of the invention
The purpose of this utility model is to solve present domestic prior art and principle of design defective and deficiency in the field, the optimization design that focuses on inside, biological filter is considered, adopt overflow partition wall setting in length and breadth, make its current with about, up and down zigzag mode flows, increase current journey and treatment time of water, improve the contact reacts time for the treatment of water and filler filter material, the small volume biological filter is promptly had very high treatment effect, can conserve space and construction cost.
The purpose of this utility model is realized by following technical scheme, developed a kind of baffling high-efficiency bio-filter pool, this biological filter is by filter tank groove and vertical overflow partition wall, the stream partition wall that overflows is formed, described filter tank groove body is set to the rectangular parallelepiped bacteria filter structure, a plurality of brimming stream partition walls (1) are set in this filter tank groove, stream partition wall (1) one end that overflows is connected with filter tank pool wall (2), the other end is then reserved certain interval with the pool wall (2) on opposite, cross wall (1) bottom is connected with bottom surface, biological filter (3), about being at interval, the overflow of adjacent two-stage cross wall (1) is staggered, the overflow of first step cross wall is relative with water-in (5) at interval, end one-level partition wall overflow is relative with water outlet (7) at interval, is " Z " font between about cross wall; In the space that each grade cross wall isolates, set up a plurality of vertical overflow partition walls (8), mediastinum wall two ends are connected with cross wall or pool wall (2), the bottom of adjacent two-stage mediastinum wall (8) or upper end are provided with overflow at interval alternately, the other end flushes with the pool wall upper end or is connected with the bottom, filter tank, first mediastinum wall (4) overflow is relative with water-in (5) at interval, end one-level mediastinum wall (6) overflow is relative with water outlet (7) at interval, and it is staggered to be " N " font in each grade cross wall space up and down.
Between the described pool wall and pool wall and junction, all kinds of partition walls right angle is designed to slick cambered surface, and its radian is the 45-135 degree.
The utility model has the advantages that: simple in structure, design science increases the current journey greatly and contacts the treatment time with water, and the design biological filter of small volume just has very high water, and conserve space reduces cost, and is economical and practical, suitable extensively popularization.
Description of drawings
Fig. 1 is the baffling high-efficiency bio-filter pool structure iron;
Embodiment
Referring to Fig. 1, the utility model has been developed a kind of baffling high-efficiency bio-filter pool, takes following steps:
This biological filter is by filter tank groove and vertical overflow partition wall, the stream partition wall that overflows is formed, described filter tank groove body is set to the rectangular parallelepiped bacteria filter structure, a plurality of brimming stream partition walls (1) are set in this filter tank groove, stream partition wall (1) one end that overflows is connected with filter tank pool wall (2), the other end is then reserved certain interval with the pool wall (2) on opposite, cross wall (1) bottom is connected with bottom surface, biological filter (3), about being at interval, the overflow of adjacent two-stage cross wall (1) is staggered, the overflow of first step cross wall is relative with water-in (5) at interval, end one-level partition wall overflow is relative with water outlet (7) at interval, is " Z " font between about cross wall; In the space that each grade cross wall isolates, set up a plurality of vertical overflow partition walls (8), mediastinum wall two ends are connected with cross wall or pool wall (2), the bottom of adjacent two-stage mediastinum wall (8) or upper end are provided with overflow at interval alternately, the other end flushes with the pool wall upper end or is connected with the bottom, filter tank, first mediastinum wall (4) overflow is relative with water-in (5) at interval, end one-level mediastinum wall (6) overflow is relative with water outlet (7) at interval, and it is staggered to be " N " font in each grade cross wall space up and down.
Between the described pool wall and pool wall and junction, all kinds of partition walls right angle is designed to slick cambered surface, and its radian is the 45-135 degree.
The utility model design mainly is the design optimization at the internal space, biological filter, in the design space that the overflow partition wall isolates in length and breadth, can select to load the appropriate filler filter material according to the water treatment Properties of Objects, can select whether to inflate according to the treatment process of anaerobism or aerobic.Simultaneously, if because of the long current of current journey slower, can on the biological filter, add a top cover in the plane, the inner insulating space that still keeps overflow in length and breadth, the whole airtight biological filter box that forms, thereby can pressure treatment, improve flow velocity, also can after forming the biological filter box of sealing, it be erected, utilize the pressure filtration of gravity nature, the partition wall in length and breadth of its inside still can keep same winding stream path and high treatment effect.
The present invention is applied to the Seal Design that the appropriate to the occasion employing of anaerobism water technology is added a cover.
In addition, the utility model and not meaning that by synoptic diagram and specification sheets limits to, and can change to some extent under the prerequisite that does not break away from design aim and principle thereof.

Claims (2)

1, a kind of baffling high-efficiency bio-filter pool, by filter tank groove and vertical overflow partition wall, the stream partition wall that overflows is formed, it is characterized in that: described filter tank groove body is set to the rectangular parallelepiped bacteria filter structure, a plurality of brimming stream partition walls (1) are set in this filter tank groove, stream partition wall (1) one end that overflows is connected with filter tank pool wall (2), the other end is then reserved certain interval with the pool wall (2) on opposite, cross wall (1) bottom is connected with bottom surface, biological filter (3), about being at interval, the overflow of adjacent two-stage cross wall (1) is staggered, the overflow of first step cross wall is relative with water-in (5) at interval, end one-level partition wall overflow is relative with water outlet (7) at interval, is " Z " font between about cross wall; In the space that each grade cross wall isolates, set up a plurality of vertical overflow partition walls (8), mediastinum wall two ends are connected with cross wall or pool wall (2), the bottom of adjacent two-stage mediastinum wall (8) or upper end are provided with overflow at interval alternately, the other end flushes with the pool wall upper end or is connected with the bottom, filter tank, first mediastinum wall (4) overflow is relative with water-in (5) at interval, end one-level mediastinum wall (6) overflow is relative with water outlet (7) at interval, and it is staggered to be " N " font in each grade cross wall space up and down.
2, baffling high-efficiency bio-filter pool according to claim 1 is characterized in that: between the described pool wall and pool wall and junction, all kinds of partition walls right angle, be designed to slick cambered surface, and its radian is the 45-135 degree.
CNU200820224258XU 2008-11-24 2008-11-24 Baffling high-efficiency bio-filter apparatus Expired - Fee Related CN201292283Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200820224258XU CN201292283Y (en) 2008-11-24 2008-11-24 Baffling high-efficiency bio-filter apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200820224258XU CN201292283Y (en) 2008-11-24 2008-11-24 Baffling high-efficiency bio-filter apparatus

Publications (1)

Publication Number Publication Date
CN201292283Y true CN201292283Y (en) 2009-08-19

Family

ID=41005750

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200820224258XU Expired - Fee Related CN201292283Y (en) 2008-11-24 2008-11-24 Baffling high-efficiency bio-filter apparatus

Country Status (1)

Country Link
CN (1) CN201292283Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102351384A (en) * 2011-09-13 2012-02-15 厦门联南强生物环保科技有限公司 Livestock and poultry wastewater treatment device
CN105399279A (en) * 2015-12-17 2016-03-16 宜兴市东方水设备有限公司 Ship sanitary sewage multilevel processing biochemical box
CN107433059A (en) * 2017-07-17 2017-12-05 许昌县东和畜牧养殖专业合作社 A kind of domestic sewage in villages and towns in rural areas processing system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102351384A (en) * 2011-09-13 2012-02-15 厦门联南强生物环保科技有限公司 Livestock and poultry wastewater treatment device
CN105399279A (en) * 2015-12-17 2016-03-16 宜兴市东方水设备有限公司 Ship sanitary sewage multilevel processing biochemical box
CN107433059A (en) * 2017-07-17 2017-12-05 许昌县东和畜牧养殖专业合作社 A kind of domestic sewage in villages and towns in rural areas processing system

Similar Documents

Publication Publication Date Title
CN205346962U (en) Novel anaerobic/Aerobic bioreactor
CN201292283Y (en) Baffling high-efficiency bio-filter apparatus
CN101428896B (en) Baffling high-efficiency bio-filter pool and manufacturing method thereof
CN206793299U (en) A kind of gas-liquid separator
CN207243689U (en) A kind of embrane method sewage disposal system of sludge near-zero release
CN206126975U (en) Module combination type microcirculation biological denitrification reactor
CN214570886U (en) Dissolved air flotation machine with layered treatment mechanism
CN203043804U (en) Organic waste gas recycling and purifying device
CN206081842U (en) Arc filter plate formula sewage treatment plant
CN206081848U (en) High -efficient vibration filter formula sludge treatment equipment
CN111826220B (en) Natural gas dehydration processing system
CN212369623U (en) Oil-water separation device
CN211712887U (en) Novel domestic sewage treatment device of internal circulation biological aerated filter
CN210303000U (en) High-efficient gas-liquid separation device
CN209934444U (en) High wet flue gas receives water drain device and uses this desulfurizing tower who receives water drain device
CN101648747A (en) Anaerobic biochemical reactor
CN207267877U (en) Organic domestic waste processing tandem tunnel methane-generating pit
CN203370345U (en) Novel full-automatic non-valve filter
CN211004762U (en) Self-circulation anaerobic reactor
CN206940551U (en) Tank type solar energy chinampa and ecological water body repair system
CN106745721A (en) A kind of half buried stepped anaerobic baffled reactor
CN2869002Y (en) Vertical baffle anaerobic reactor
CN101407758B (en) Gas-liquid separator
CN100337938C (en) Bioreactor for water treatment
CN210595554U (en) Water supply advanced treatment combined pool

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090819

Termination date: 20091224