CN110407314A - A kind of anti-clogging water outlet sieve and moving bed biofilm reactor - Google Patents
A kind of anti-clogging water outlet sieve and moving bed biofilm reactor Download PDFInfo
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- CN110407314A CN110407314A CN201910836649.XA CN201910836649A CN110407314A CN 110407314 A CN110407314 A CN 110407314A CN 201910836649 A CN201910836649 A CN 201910836649A CN 110407314 A CN110407314 A CN 110407314A
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- reinforcing rib
- weft
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 37
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 110
- 238000009826 distribution Methods 0.000 claims abstract description 14
- 238000005273 aeration Methods 0.000 claims description 39
- 239000000463 material Substances 0.000 claims description 8
- 230000003447 ipsilateral effect Effects 0.000 claims description 3
- 238000012216 screening Methods 0.000 claims description 3
- 238000005728 strengthening Methods 0.000 claims 2
- 210000002435 tendon Anatomy 0.000 claims 2
- 230000000903 blocking effect Effects 0.000 abstract description 8
- 230000000694 effects Effects 0.000 description 6
- 239000010865 sewage Substances 0.000 description 6
- 229910001220 stainless steel Inorganic materials 0.000 description 6
- 239000000945 filler Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000010935 stainless steel Substances 0.000 description 4
- 238000010926 purge Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- AHEWZZJEDQVLOP-UHFFFAOYSA-N monobromobimane Chemical compound BrCC1=C(C)C(=O)N2N1C(C)=C(C)C2=O AHEWZZJEDQVLOP-UHFFFAOYSA-N 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 238000011282 treatment Methods 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/08—Aerobic processes using moving contact bodies
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
- C02F3/101—Arranged-type packing, e.g. stacks, arrays
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The invention discloses a kind of anti-clogging water outlet sieve and moving bed biofilm reactor, the sieve is cylindrical structure, including rounded weft reinforcing rib and linear warp reinforcing rib, the vertical stationary distribution of the two, the isosceles trapezoid or isosceles triangle that the cross section of the two is, and the top of weft reinforcing rib is fixedly connected with the top of warp reinforcing rib, the bottom end of weft reinforcing rib and warp reinforcing rib is set to be respectively positioned on the outside of respective top, the moving bed biofilm reactor inner sidewall is fixed at intervals with above-mentioned sieve.The top of sieve equator reinforcing rib and warp reinforcing rib provided by the invention is inwardly, bottom end is outwardly, to make the gap on sieve inner surface or outer surface between adjacent two bottom end be respectively less than the gap between its internal adjacent two top, sundries is effectively prevent to enter blocking gap.
Description
Technical field
The present invention relates to sewage treatment fields, and in particular to a kind of anti-clogging water outlet sieve and moving bed biological film reaction
Device.
Background technique
Moving bed biofilm reactor (Moving Bed Biofilm Reactor, abbreviation MBBR) is mainly used in municipal administration
And Industrial Waste Water Treatments, principle are to make in carrier outgrowth not by adding a certain number of suspending carriers into reactor
Same microbe species make each carrier become miniature biological processor, and then improve treatment effect.
It since carrier is in suspended state, is flowed with water flow, it is therefore necessary to sieve be set by carrier and retain guarantee subsequent technique
Stable operation.But there are a large amount of organic matter and nitrogen and phosphorus elements in sewage, the attached microbial easily on sieve, are formed
Biomembrane blocks sewage flow direction.Therefore reasonable material is selected, the sieve of rational structure can operate normally MBBR technique has
Significance.Reasonable sieve is designed in addition to guaranteeing that enough intensity also needs to ensure reasonable water discharge speed.Water discharge speed is too
Carrier can be gathered on sieve by height with water flow migration, be resulted in blockage.Water discharge speed is too low and is not able to satisfy water process demand.
Summary of the invention
In order to solve the above-mentioned technical problem, an object of the present invention is to provide a kind of anti-clogging water outlet sieve, the sieve
Weft reinforcing rib and warp reinforcing rib is trapezoidal or triangle, and the top on the top of weft reinforcing rib and warp reinforcing rib
Be fixedly connected, can effectively prevent suspended particle clogging in gap, have be unlikely to deform, not easy to wear, surface is not easy aufwuch
Film, the features such as being readily cleaned.
The second object of the present invention is to provide a kind of moving-bed biofilm built-up by above-mentioned anti-clogging water outlet sieve
Reactor, water outlet screening level are arranged, and are all made of inside sieve and below perforated pipe ventilation aeration, the perforated pipe inside sieve
Filler can be effectively prevent to be deposited in above sieve, water outlet screen bottom is supported by support frame.
The present invention solves above-mentioned technical problem by the following technical programs.
In a first aspect, the present invention provides a kind of anti-clogging water outlet sieve, the sieve is cylindrical structure, including rounded
Weft reinforcing rib and linear warp reinforcing rib, the vertical stationary distribution of the two, the cross section of the two is isosceles trapezoid or waits
Lumbar triangle shape, and the top of weft reinforcing rib is fixedly connected with the top of warp reinforcing rib, reinforces weft reinforcing rib and warp
The bottom end of muscle is respectively positioned on the outside of respective top.
In the above-mentioned technical solutions, " top " in isosceles trapezoid refers to that end where its upper bottom edge, end where bottom are known as
" bottom end ", " top " in isosceles triangle refer to end where its apex angle, and end is known as " bottom end ", weft reinforcing rib and warp where bottom edge
The top of line reinforcing rib inwardly, bottom end outwardly, to make the seam on sieve inner surface or outer surface between adjacent two bottom end
Gap is respectively less than the gap between its internal adjacent two top, and sundries is effectively prevent to enter blocking gap, meanwhile, it is generated inside gap
Biomembrane can be outwardly or inwardly discharged in air purge.
Based on the above technical solution, further, the bottom end of weft reinforcing rib and warp reinforcing rib is in circular arc
With side (namely waist edge) rounding off, sieve pair can be effectively reduced in the top of shape, weft reinforcing rib and warp reinforcing rib
The influence of water velocity, while keeping sieve more aesthetically pleasing.
On the basis of any of the above-described technical solution, further, weft reinforcing rib is distributed with two with warp reinforcing rib
Kind mode is respectively as follows: weft reinforcing rib and is located on the outside of warp reinforcing rib, and the bottom end of weft reinforcing rib is passed through towards sieve medial surface
The bottom end of line reinforcing rib is towards sieve lateral surface；Alternatively, weft reinforcing rib is located at the inside of warp reinforcing rib, weft reinforcing rib
Bottom end is towards sieve lateral surface, and the bottom end of warp reinforcing rib is towards sieve medial surface.
On the basis of any of the above-described technical solution, further, the preferred 43.8%-71.9% of the percent opening of sieve；It is logical
The percent opening of control sieve is crossed, further limits the OK range of water flow velocity, percent opening is too big, keeps flow velocity higher, higher stream
Speed will lead to filler and migrate and be gathered on sieve with water flow, and then sieve is caused to be blocked by filler, network access pressure rise, simultaneously
Causing the oxygen of aggregation zone to convey deficiency leads to anoxic；Percent opening is too small, keeps flow velocity smaller, and lesser flow velocity will affect whole again
The efficiency of body.
On the basis of any of the above-described technical solution, further, the material of weft reinforcing rib and warp reinforcing rib is optional
With stainless steel material, such as the stainless steel of 316ss, 310 and 304, preferably 316ss, overall performance is better than 310 and 304 stainless steels, tool
Have extremely strong corrosion resistance, can satisfy to be used for a long time under severe Sewage Environment and not corrode, and it is rigid, toughness is all good.
On the basis of any of the above-described technical solution, further, at least one end of the sieve is equipped with circular closing
Web plate, closing web plate can be effectively prevented suspended matter and enter in sieve from screen end；At least one end of the sieve and/or
It is fixed with sieve flange, axially spaced on sieve flange to offer fixation hole, inside is rounded, and the outer diameter phase with sieve
Matching, outside are in octagon；Sieve flange, which can be selected, is convenient for the peace of sieve with the consistent material of sieve, the setting of sieve flange
Dress.
Second aspect, the present invention also provides a kind of moving beds using any anti-clogging water outlet sieve building of first aspect
Sieve, screening level distribution, and its outer end is fixedly installed in biofilm reactor, moving bed biofilm reactor inner wall interval
It is connected to the water outlet opened up on reactor wall, screen bottom is supported by support frame is fixed, and sieve inner horizontal is laid with first
Aeration tube, sieve lower horizontal are laid with the second aeration tube, and the first aeration tube and the second aeration tube pass through pipeline and reactor top
The snorkel in portion is connected to, and upward, the second solarization air cap on the second aeration tube is downward for the first solarization air cap on the first aeration tube.
In moving bed biofilm reactor provided by the invention, the aeration tube solarization air cap side of inside sieve and bottom setting
To difference, the solarization air cap of aeration tube blows out air-flow upward inside sieve, and filler is effectively prevent to be deposited at the top of sieve, below sieve
The solarization air cap of aeration tube blows out air-flow downward, and air-flow blows water flow and forms " shoving ", washes away screen bottom and two sides, effectively prevent
Sieve side and bottom blocking.
Based on the above technical solution, further, the two sides of strainer are equipped with the strainer fixed link of horizontal distribution, or
Sieve flange, fixed strainer fixed link on the outside of sieve flange is arranged in person, the both ends of strainer, and support frame and strainer fixed link are fixed and connected
It connects.The setting of strainer fixed link is fixed on the support frame convenient for strainer, while preventing strainer from damaging during installation.
On the basis of any of the above-described technical solution, further, support frame includes first support bar, is fixed on first
Strut upside and the second support bar being distributed vertically and the third support rod being horizontally fixed between adjacent two second support bar,
First support bar is at least two of parallelly distribute on, is fixed at least two second support bars in every first support bar, and second
The top of support rod is fixedly connected with strainer fixed link, and third support rod is at least 2, is fixed on two second not ipsilateral supports
Between bar, and it is located in same level, for the second aeration tube to be fixedly mounted；Support frame provided by the invention not only acts as branch
The effect for supportting strainer may also function as the effect of the second aeration tube of support.
Further, first support bar can be horizontally set on the bottom of reactor or first support bar inclination is set
It sets, and its bottom end is fixed on reactor wall.
On the basis of any of the above-described technical solution, further, the outside of sieve flange is in octagon, and its bottom edge
Horizontal distribution, two sides are distributed vertically, and strainer fixed link is fixed in the two sides being distributed vertically respectively, and support frame passes through support strainer
Fixed link guarantees the stability of strainer installation to screen support.
On the basis of any of the above-described technical solution, further, at least two groups parallelly distribute on is arranged in each screen bottom
The second aeration tube, and it is symmetrical about vertical plane where strainer center；Two group of second aeration tube is at least arranged can be effective
Screen bottom and two sides are washed away, prevent sieve side and bottom from blocking.
Detailed description of the invention
Fig. 1 is the partial structural diagram of sieve；
Fig. 2 is the cross sectional view of sieve；
Fig. 3 is the sectional side elevation of sieve；
Fig. 4 is the schematic diagram that weft reinforcing rib and warp reinforcing rib form sieve pore on sieve；
Fig. 5 is the structural schematic diagram of strainer flange；
Fig. 6 is the structural schematic diagram that several strainers are arranged inside moving bed biofilm reactor；
Fig. 7 is that strainer is fixed on the front view on reactor wall；
Fig. 8 is that strainer is fixed on the side view on reactor wall；
In figure, 1, sieve；11, weft reinforcing rib；12, warp reinforcing rib；2, sieve flange；21, fixation hole；3, it is discharged
Mouthful；4, support frame；41, first support bar；42, second support bar；43, third support rod；5, the first aeration tube；51, first exposes
Stomata；6, the second aeration tube；61, the second solarization air cap；7, snorkel；8, strainer fixed link；9, fixing piece.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings.
Embodiment 1
Anti-clogging water outlet sieve 1 provided by the invention is whole cylindrical, as shown in Figure 1-3, it includes rounded latitude
Line reinforcing rib 11 and linear warp reinforcing rib 12, the vertical stationary distribution of the two, the cross section of the two be it is trapezoidal, preferably etc.
Waist is trapezoidal, and the upper bottom edge of weft reinforcing rib 11 is fixedly connected with the upper bottom edge of warp reinforcing rib 12, make weft reinforcing rib 11 and
The bottom of warp reinforcing rib 12 is respectively positioned on the outside of corresponding bottom, thus under making adjacent two on sieve inner surface or outer surface
Gap between bottom edge is respectively less than the gap between its internal adjacent two upper bottom edge, and sundries is effectively prevent to enter blocking gap (no
By being from sieve medial surface to lateral surface or lateral surface is to medial surface), meanwhile, the biomembrane generated inside gap is in air purge
Can outwardly or inwardly be discharged, may advantageously facilitate the update of biomembrane, prevent the extension with runing time, biomembrane it is more long-pending more
Thickness, occur inside film anaerobism or and oxygen layer influence clean-up effect, and sieve provided by the invention also has and is unlikely to deform, is not easy
The features such as abrasion, surface are not easy attached biological film, are readily cleaned.
In order to which influence of the sieve to water velocity is effectively reduced, while keeping sieve more aesthetically pleasing, weft reinforcing rib 11 and warp
Face is integrally arc-shaped where the upper bottom edge of line reinforcing rib 12, with two waist edge rounding ofves, or only upper bottom edge both ends and two
The bottom both ends of waist edge rounding off, weft reinforcing rib 11 and warp reinforcing rib 12 and two waist edge rounding ofves.
Specifically, two ways is distributed in weft reinforcing rib 11 and warp reinforcing rib 12, first, weft reinforcing rib 11
In the outside of warp reinforcing rib 12, the upper bottom edge of weft reinforcing rib 11 is towards sieve medial surface, the upper bottom edge court of warp reinforcing rib 12
To sieve lateral surface, as Figure 2-3；Second, weft reinforcing rib 11 is located at the inside of warp reinforcing rib 12, weft reinforcing rib 11
Upper bottom edge towards sieve lateral surface, the upper bottom edge of warp reinforcing rib 12 is towards sieve medial surface.
Embodiment 2
Unlike the first embodiment, in sieve provided by the invention, weft reinforcing rib 11 and warp reinforcing rib 12 it is transversal
Face can also be triangular in shape, preferably isosceles triangle, and the apex angle of weft reinforcing rib 11 is fixedly connected with the apex angle of warp reinforcing rib 12,
The bottom edge of weft reinforcing rib and warp reinforcing rib is set to be respectively positioned on the outside of corresponding apex angle, so as to so that sieve inner surface or appearance
Gap on face between adjacent two bottom edge is respectively less than the gap between its internal adjacent two apex angle, and sundries equally can be effectively prevented
Into blocking gap, the biomembrane generated inside gap can outwardly or inwardly be discharged in air purge, may advantageously facilitate biomembrane
Update.
In order to which influence of the sieve to water velocity is effectively reduced, while keeping sieve more aesthetically pleasing, weft reinforcing rib 11 and warp
The apex angle of line reinforcing rib 12 is arc-shaped, the bottom edge both ends of weft reinforcing rib 11 and warp reinforcing rib 12 and the round and smooth mistake of waist edge
It crosses.
Specifically, two ways is distributed in weft reinforcing rib 11 and warp reinforcing rib 12, first, weft reinforcing rib 11
In 12 lateral surface of warp reinforcing rib, the apex angle of weft reinforcing rib 11 is towards sieve medial surface, the apex angle direction of warp reinforcing rib 12
Sieve lateral surface；Second, weft reinforcing rib 11 is located at the medial surface of warp reinforcing rib 12, the apex angle direction sieve of weft reinforcing rib 11
Net lateral surface, the apex angle of warp reinforcing rib 12 is towards sieve medial surface.
In embodiment 1 and embodiment 2, it is preferable that stainless steel can be selected in the material of weft reinforcing rib and warp reinforcing rib
Material, such as the stainless steel of 316ss, 310 and 304, preferably 316ss, overall performance are better than 310 and 304 stainless steels, have extremely strong
Corrosion resistance can satisfy to be used for a long time under severe Sewage Environment and not corrode, and it is rigid, toughness is all good, weft is reinforced
Welding manner can be used between muscle and warp reinforcing rib to fix.
In embodiment 1 and embodiment 2, it is preferable that at least one end of the sieve 1 is equipped with closing web plate 13, such as Fig. 6-7
It is shown, suspended matter can be effectively prevented and enter in sieve from screen end；Conventional mesh plate can be used by closing web plate 13,
It can be passed through as shown in sieve using structure, warp reinforcing rib structure, section is in isosceles trapezoid or isosceles triangle, and warp, warp
The top of line reinforcing rib is connected with each other.
In embodiment 1 and embodiment 2, it is preferable that the preferred 43.8%-71.9% of the percent opening of sieve；Adjacent two weft
The gap entirety rectangularity that is formed between reinforcing rib and the two warp reinforcing ribs that are connected, the gap on sieve is integrally in matrix point
Cloth, adjacent two slit centers spacing is U on vertical direction1, adjacent two slit centers spacing is U in horizontal direction2, each gap
Height be C, width L, as shown in figure 4, the calculation method of percent opening Φ is as follows:
Specifically, the size of sieve provided by the invention may be selected: length 2000mm, outer diameter 600mm, wherein U1=
8mm, U2=33mm, C=5mm, L=33mm, percent opening 62.5%.
In embodiment 1 and embodiment 2, it is preferable that at least one end of the sieve 1 is fixed with sieve flange 2, such as Fig. 5
Shown, axially spaced on sieve flange 2 to offer fixation hole 21, inside is rounded, and matches with the outer diameter of sieve, outside
Side is in octagon；Sieve flange, which can be selected, with the consistent material of sieve, the setting of sieve flange to be not only convenient for that sieve is fixedly mounted
Net is also convenient for for two sections of sieves being fixedly connected.
In embodiment 1 and embodiment 2, weft reinforcing rib 11 and warp reinforcing rib 12 can also section of different shapes, example
Such as, in the same sieve 1, weft reinforcing rib 11 selects isosceles trapezoid, and warp reinforcing rib 12 selects isosceles triangle, alternatively,
Weft reinforcing rib 11 selects isosceles triangle, and warp reinforcing rib 12 selects isosceles trapezoid.
Embodiment 3
Multiple sieves 1 are fixedly installed in moving bed biofilm reactor inner wall provided by the invention interval, and sieve 1 is above-mentioned reality
Apply any of mode, as shown in figs 6-8,1 horizontal distribution of sieve, and its outer end is fixed on reactor wall, and with react
The water outlet 3 opened up on device inner wall is connected to, and 1 bottom of sieve is supported by support frame 4 is fixed, and 1 inner horizontal of sieve is laid with first and exposes
Tracheae 5,1 lower horizontal of sieve are laid with the second aeration tube 6, and the first aeration tube 5 and the second aeration tube 6 pass through pipeline and reactor
The snorkel 7 at top is connected to, the first solarization air cap 51 on the first aeration tube 5 upward, the second solarization air cap 61 on the second aeration tube 6
Downward；First solarization air cap 51 of the first aeration tube 5 blows out air-flow upward, effectively prevent filler to be deposited in 1 top of sieve, second exposes
Second solarization air cap 61 of tracheae 6 blows out air-flow downward, and since other density are less than the density of water, air-flow blows water flow and formed
" shoving " washes away screen bottom and two sides, and sieve side and bottom is effectively prevent to block；Settable valve is on snorkel 7 to control
The delivery rate of gas processed.
In moving bed biofilm reactor provided by the invention, sewage mainly enters inside from the outside of sieve, so,
It is preferred that weft reinforcing rib 11 is located at the mode in 12 outside of warp reinforcing rib, to make on sieve outer surface between adjacent two bottom end
Gap is respectively less than the gap between its internal adjacent two top, and then sundries is effectively prevent to enter blocking gap.
For the ease of strainer is fixed on the support frame, while preventing strainer from damaging during installation, it is preferable that strainer
The strainer fixed link 8 of the settable horizontal distribution in two sides strainer can be fixed when the both ends of sieve 1 are respectively provided with strainer flange 2
Bar 8 is fixed on 2 outside of strainer flange, then by the fixed strainer 1 of the fixed strainer fixed link 8 of support frame 4, while outside sieve
The strainer flange at end can be fixed on the inner wall of reactor.
Preferably, the suspended matter in order to prevent in reactor enters in sieve, and the inner end of sieve is equipped with sealing web plate 13, is
It is easily installed the first aeration tube 5, the center of sealing web plate 13 offers mounting hole, passes through convenient for the first aeration tube 5, reactor
Water outlet 3 at settable orifice plate, flase floor or guardrail board etc., the end of the first aeration tube 5 can be fixed on by fixing piece
In orifice plate, flase floor or guardrail board, so that the first aeration tube 5 is fixed.
Preferably, support frame 4 includes first support bar 41, is fixed on second be distributed on the upside of first support bar 41 and vertically
Support rod 42 and the third support rod 43 being horizontally fixed between adjacent two second support bar 42, first support bar 41 are at least
Two of parallelly distribute on are fixed at least two second support bars 42, the top of second support bar 42 in every first support bar 41
End is fixedly connected with strainer fixed link 8, and third support rod 43 is at least 2, is fixed between two not ipsilateral second support bars,
And be located in same level, the second aeration tube 6 is fixedly mounted on third support rod 43；First support bar 41 can level set
It sets and is obliquely installed in the bottom of reactor or first support bar 42, and its bottom end is fixed on reactor wall, the first support
Bar 41 is symmetrical about sieve；Support frame provided by the invention not only acts as the effect of support strainer, may also function as support the
The effect of two aeration tubes.
Preferably, the inside of sieve flange 2 is rounded, and outside is in octagon, and its bottom edge horizontal distribution, two sides are perpendicular
A strainer fixed link 8,42 top of second support bar and the filter of support frame 4 are fixed in straight distribution, the two sides being distributed vertically respectively
Net fixed link 8 is fixedly connected, to play a supporting role to strainer, and guarantees the stability of strainer installation.
Preferably, the second aeration tube 6 of each 1 bottom of sieve setting at least two groups parallelly distribute on, and about strainer center
Place vertical plane is symmetrical；Two group of second aeration tube, which is at least arranged, can effectively wash away screen bottom and two sides, prevent sieve
Side and bottom blocking.
When sieve flange 2 is arranged in one end of sieve, and other end setting seals web plate 13, one end of sieve flange 2 is set
It can be fixed on reactor wall by fixing pieces such as bolts, one end direction of setting sealing web plate 13 corresponding with water outlet 3
Inside reactor, at this point, strainer fixed link 8 can be directly anchored to the two sides of strainer 1.
When all sieve flange is arranged in the both ends of sieve, the pipeline connecting with the first aeration tube is located at vertical direction, in order to
Guarantee the stability of its installation, which can be fixedly connected by fixing piece 9 with sieve flange.
Embodiment described above only expresses one embodiment of the present invention, and the description thereof is more specific and detailed, but
It cannot be construed as a limitation to the scope of the present invention.It should be pointed out that for the ordinary skill people of this field
For member, under the premise of cannot be detached from present inventive concept, various modifications and improvements can be made, these belong to the present invention
Protection scope.
Claims (10)
1. a kind of anti-clogging water outlet sieve, which is characterized in that the sieve (1) is cylindrical structure, is added including rounded weft
Strengthening tendons (11) and linear warp reinforcing rib (12), the vertical stationary distribution of the two, the cross section of the two be isosceles trapezoid or
Isosceles triangle, and the top of weft reinforcing rib is fixedly connected with the top of warp reinforcing rib.
2. anti-clogging water outlet sieve according to claim 1, which is characterized in that the top of weft reinforcing rib and warp reinforcing rib
End face is arc-shaped, the bottom face and side rounding off of weft reinforcing rib and warp reinforcing rib.
3. anti-clogging water outlet sieve according to claim 1, which is characterized in that weft reinforcing rib is located at outside warp reinforcing rib
Side, the bottom end of weft reinforcing rib is towards sieve medial surface, and the bottom end of warp reinforcing rib is towards sieve lateral surface；Alternatively, weft adds
Strengthening tendons are located at the inside of warp reinforcing rib, and the bottom end of weft reinforcing rib is towards sieve lateral surface, the bottom end direction of warp reinforcing rib
Sieve medial surface.
4. anti-clogging water outlet sieve according to claim 1, which is characterized in that the percent opening of sieve is 43.8%-
71.9%；The material selection 316ss of weft reinforcing rib and warp reinforcing rib.
5. anti-clogging water outlet sieve according to claim 1, which is characterized in that at least one end of the sieve is equipped with circle
Closing web plate (13)；
And/or at least one end of the sieve is fixed with sieve flange (2), it is axially spaced on sieve flange to offer fixation
Hole (21), inside is rounded, and matches with the outer diameter of sieve, and outside is in octagon.
6. a kind of moving bed biofilm reactor using any anti-clogging water outlet sieve building of claim 1-5,
It is characterized in that, sieve (1) is fixedly installed in moving bed biofilm reactor inner wall interval, screening level distribution, and its outer end
It is connected to the water outlet (3) opened up on reactor wall, screen bottom is supported by support frame (4) are fixed, the tiling of sieve internal water
If the first aeration tube (5), sieve lower horizontal is laid with the second aeration tube (6), and the first aeration tube and the second aeration tube pass through pipe
Road is connected to the snorkel (7) of reactor head, the first solarization air cap (51) on the first aeration tube upward, on the second aeration tube
Second solarization air cap (61) is downward.
7. moving bed biofilm reactor according to claim 6, which is characterized in that the two sides of strainer are equipped with horizontal distribution
Strainer fixed link (8), alternatively, sieve flange (2) are arranged in the both ends of strainer, fixed strainer fixed link, branch on the outside of sieve flange
Support is fixedly connected with strainer fixed link.
8. moving bed biofilm reactor according to claim 7, which is characterized in that the outside of sieve flange is in positive eight side
Shape, and its bottom edge horizontal distribution, two sides are distributed vertically, strainer fixed link is fixed in the two sides being distributed vertically respectively.
9. moving bed biofilm reactor according to claim 7, which is characterized in that support frame includes first support bar
(41), it is fixed on the second support bar (42) being distributed on the upside of first support bar and vertically and is horizontally fixed on two second support bars
Between third support rod (43), first support bar is at least two of parallelly distribute on, be fixed in every first support bar to
Few two second support bars, the top of second support bar are fixedly connected with strainer fixed link, and third support rod is at least 2, Gu
It is scheduled between two not ipsilateral second support bars, and is located in same level, for the second aeration tube to be fixedly mounted；First
Strut is obliquely installed, and its bottom end is fixed on reactor wall.
10. according to any moving bed biofilm reactor of claim 6-9, which is characterized in that each screen bottom is set
The second aeration tube of at least two groups parallelly distribute on is set, and symmetrical about vertical plane where strainer center.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112516670A (en) * | 2020-10-27 | 2021-03-19 | 宁波拓普集团股份有限公司 | Solenoid valve ring filter screen for automobile brake and mounting structure thereof |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1134119A (en) * | 1993-10-27 | 1996-10-23 | 梅姆泰克有限公司 | Method and apparatus for recovering water from sewer main |
| CN202962859U (en) * | 2012-11-26 | 2013-06-05 | 崔晓峰 | Nanometer slit sieve plate without fibers |
| CN103861348A (en) * | 2014-03-24 | 2014-06-18 | 邹振生 | Double-filtering-drum filter with online automatic washing function |
| CN105110459A (en) * | 2015-10-09 | 2015-12-02 | 大连宇都环境技术材料有限公司 | Filler intercepting and dredging system for sewage treatment |
| CN105836876A (en) * | 2016-04-14 | 2016-08-10 | 江西小淼环保有限公司 | Membrane bioreactor |
| CN206082797U (en) * | 2016-08-29 | 2017-04-12 | 肇庆金三江硅材料有限公司 | A filter equipment for breaker feeding |
| CN206621864U (en) * | 2017-03-31 | 2017-11-10 | 武汉琦隆科技发展有限公司 | A kind of anti-clogging grease trap |
| CN207856521U (en) * | 2018-01-03 | 2018-09-14 | 辜晓林 | A kind of anti-blockage filter network of rivers for solid-liquid separating machine |
| CN208327516U (en) * | 2018-03-13 | 2019-01-04 | 济宁市孚源环保科技有限公司 | A kind of MBBR suspending carrier interception roller screen system |
| CN210620373U (en) * | 2019-09-05 | 2020-05-26 | 北京亦庄水务有限公司 | Prevent blockking up play water screen cloth and remove bed biofilm reactor |
-
2019
- 2019-09-05 CN CN201910836649.XA patent/CN110407314A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1134119A (en) * | 1993-10-27 | 1996-10-23 | 梅姆泰克有限公司 | Method and apparatus for recovering water from sewer main |
| CN202962859U (en) * | 2012-11-26 | 2013-06-05 | 崔晓峰 | Nanometer slit sieve plate without fibers |
| CN103861348A (en) * | 2014-03-24 | 2014-06-18 | 邹振生 | Double-filtering-drum filter with online automatic washing function |
| CN105110459A (en) * | 2015-10-09 | 2015-12-02 | 大连宇都环境技术材料有限公司 | Filler intercepting and dredging system for sewage treatment |
| CN105836876A (en) * | 2016-04-14 | 2016-08-10 | 江西小淼环保有限公司 | Membrane bioreactor |
| CN206082797U (en) * | 2016-08-29 | 2017-04-12 | 肇庆金三江硅材料有限公司 | A filter equipment for breaker feeding |
| CN206621864U (en) * | 2017-03-31 | 2017-11-10 | 武汉琦隆科技发展有限公司 | A kind of anti-clogging grease trap |
| CN207856521U (en) * | 2018-01-03 | 2018-09-14 | 辜晓林 | A kind of anti-blockage filter network of rivers for solid-liquid separating machine |
| CN208327516U (en) * | 2018-03-13 | 2019-01-04 | 济宁市孚源环保科技有限公司 | A kind of MBBR suspending carrier interception roller screen system |
| CN210620373U (en) * | 2019-09-05 | 2020-05-26 | 北京亦庄水务有限公司 | Prevent blockking up play water screen cloth and remove bed biofilm reactor |
Non-Patent Citations (1)
| Title |
|---|
| 尚进: "《工程流体力学》", 31 January 2000, 中国电力出版社, pages: 153 - 154 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112516670A (en) * | 2020-10-27 | 2021-03-19 | 宁波拓普集团股份有限公司 | Solenoid valve ring filter screen for automobile brake and mounting structure thereof |
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