CN211328258U - Sewage treatment's filler - Google Patents
Sewage treatment's filler Download PDFInfo
- Publication number
- CN211328258U CN211328258U CN201921895109.0U CN201921895109U CN211328258U CN 211328258 U CN211328258 U CN 211328258U CN 201921895109 U CN201921895109 U CN 201921895109U CN 211328258 U CN211328258 U CN 211328258U
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- row
- buckled
- buckled plate
- adjacent rows
- plates
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- 239000010865 sewage Substances 0.000 title claims abstract description 18
- 239000000945 filler Substances 0.000 title abstract description 14
- 238000007493 shaping process Methods 0.000 claims abstract description 4
- 230000008878 coupling Effects 0.000 claims abstract description 3
- 238000010168 coupling process Methods 0.000 claims abstract description 3
- 238000005859 coupling reaction Methods 0.000 claims abstract description 3
- 238000012856 packing Methods 0.000 claims description 8
- 210000001503 joint Anatomy 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 16
- 239000002245 particle Substances 0.000 description 7
- 238000004062 sedimentation Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 239000010802 sludge Substances 0.000 description 5
- 238000011161 development Methods 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005189 flocculation Methods 0.000 description 2
- 230000016615 flocculation Effects 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 206010033799 Paralysis Diseases 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 238000005842 biochemical reaction Methods 0.000 description 1
- 238000005352 clarification Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a sewage treatment's filler, include: multirow buckled plate, the shaping is connected with the mode of make-up to two adjacent rows of perpendicular buckled plates that set up, and the crest department of one row of buckled plate in two adjacent rows of perpendicular buckled plates is fixed with the trough department butt joint of another row of buckled plate, and the ripple trend of every row of relative both sides of buckled plate is opposite, and every row of buckled plate is formed by a plurality of ripple unit body coupling, is formed with a sprue and both sides runner between two adjacent perpendicular ripple units that set up, sprue and side runner intercommunication, the utility model discloses a link up each other between the runner, the height is undulant, and the interval of runner is big, can be convenient for mud discharge and wash the mediation, and overall structure is simple.
Description
Technical Field
The utility model belongs to the technical field of sewage treatment device, especially, indicate a sewage treatment's filler.
Background
With the development of society, the problem of water resource shortage is becoming more serious, and water becomes an important factor for restricting the development of society. There is also an increasing emphasis on the development and improvement of water treatment technologies.
When domestic sewage and industrial wastewater are treated, in order to intercept activated sludge and reduce the turbidity of effluent, precipitation treatment is required, the precipitation is one of the most practical and most simple and convenient technologies for solid-liquid separation in the field of water treatment, and the ideal sedimentation tank has the basic characteristics that: the removal rate of the suspended particles is only related to the settling velocity of the specific particles, and the settling velocity of the specific particles is directly proportional to the water yield of the surface area of the unit pool of the sedimentation tank. From this, it can be deduced that: the treatment capacity of the sedimentation basin is independent of the water depth and hydraulic retention time. Under the same condition, the same removal effect can be achieved by using a shallow pool so as to save the pool volume. This is shallow pool sedimentation theory, and current swash plate filler and honeycomb pipe chute filler utilize shallow pool sedimentation theory, make the sedimentation efficiency than the advection formula of gravity precipitation principle, vertical flow formula, assist STREAMING to deposit etc. and improved 2~3 times, to the swash plate, pipe chute filler usually with PVC or PP or FRP etc. material make sheet (thickness <1 mm), the booth is apart from (mostly 30mm, specifications such as 50mm,80 mm), slope regular array is constituteed, the pipe length is generally 1 meter.
But the wet circumference of the existing sloping plate filler and honeycomb inclined tube filler is larger, the hydraulic radius is smaller, the mud-water contact surface is larger, so that the phenomena of mud laying and mud piling of the filler are easy to occur, a channel is blocked in serious conditions, local short flow is serious, and the function is lost. And because the sizes of the inclined plate and the inclined pipe channel are both less than 80mm, once the inclined plate and the inclined pipe channel are blocked, the problems of difficult flushing and difficult thorough dredging exist, and the system is paralyzed.
In view of the above, the present invention has been made by the designers for solving the above problems, and the present invention is developed and designed by actively researching and improving the present invention.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a sewage treatment's filler, overall structure is simple and be convenient for wash the mediation.
To achieve the above object, the solution of the present invention is:
a wastewater treatment packing comprising: multirow buckled plate, the shaping is connected with the mode of make-up to two adjacent rows of perpendicular buckled plates that set up, and the crest department of one row of buckled plate in two adjacent rows of perpendicular buckled plates docks fixedly with the trough department of another row of buckled plate, and the ripple trend of every row of relative both sides of buckled plate is opposite, and every row of buckled plate is formed by a plurality of ripple unit body coupling, is formed with a sprue and both sides runner between two adjacent perpendicular ripple units that set up, sprue and side runner intercommunication.
The wave crest of one row of corrugated plate in two adjacent rows of vertically arranged corrugated plates and the wave trough of the other row of corrugated plates are triangular blocks.
Each ripple unit comprises a middle-high block, a middle-low block, two side-high blocks and two side-low blocks, wherein the middle-high block is arranged between the two side-low blocks, the middle-low block is arranged between the two side-high blocks, torsion surfaces are respectively formed between the middle-high block and the middle-low block and between the adjacent one side-high block and one side-low block, and the torsion surfaces are symmetrically arranged relative to a connecting line between the middle-high block and the middle-low block.
The twisted surface is composed of an upper sliding curved surface and a lower sliding curved surface, the inclination angle of the lower sliding curved surface is greater than 60 degrees, and the inclination angle of the upper sliding curved surface is greater than 60 degrees.
The inclined angle of gliding curved surface sets up between 62 degrees and 86 degrees, the inclined angle of upglide curved surface sets up between 62 degrees and 86 degrees.
The wave crest of one row of buckled plate in two adjacent rows of the buckled plates that set up perpendicularly is equipped with protruding grain, and the wave trough department of another row of buckled plate in two adjacent rows of the buckled plate that set up perpendicularly is equipped with the recess that supplies protruding grain to buckle into.
The wave crest department of one row of buckled plate in two adjacent rows of perpendicular buckled plates that set up is equipped with the recess, and the wave trough department of another row of buckled plate in two adjacent rows of perpendicular buckled plates that set up is equipped with protruding grain, corresponding recess is detained to protruding grain.
After the technical proposal is adopted, the utility model adopts the structural design that the adjacent two rows of vertically arranged corrugated plates are connected and formed in a buckling way, the wave crest of one row of corrugated plates in the adjacent two rows of vertically arranged corrugated plates is buckled and connected with the wave trough of the other row of corrugated plates fixedly, and a main runner and two side runners which are mutually communicated are formed between the adjacent two vertically arranged corrugated units, thereby leading sewage with sludge to flow into the main runner between the adjacent two vertically arranged corrugated units of the utility model and flow out from the side runner to enter the main runner formed between the adjacent two vertically arranged corrugated units of the next pair, and so on, because of the runner structure formed by the utility model, the water flow presents a plurality of X-shaped runner curves, and is combined with the adjacent water flow collision which completes the X-shaped flow at the terminal point of completing the X-shaped flow, then flow dividing into two "X" shapes to this accomplishes a plurality of such processes, at such flow in-process, causes water swirl motion to form water velocity gradient by "X" streamline to produce the effort of internal force to mud and make mud collision each other produce syntropy flocculation, whole the utility model discloses a on the vertical height of filler, the concentration of mud is the trend of reducing, and compares current swash plate, the passageway of pipe chute and be straight form, and the interval is little, and the passageway is not mutually linked together, the utility model discloses a link up each other between the runner, the height is undulant, and the interval of runner is big, can be convenient for mud discharge and wash the mediation, and overall structure is simple.
Drawings
Fig. 1 is a partial perspective view of the present invention;
FIG. 2 is a front view of FIG. 1;
fig. 3 is a schematic perspective view of a horizontal double-row corrugated plate according to the present invention;
fig. 4 is a schematic perspective view of the ripple unit of the present invention.
[ notation ] to show
Middle high block 113 and middle low block 114
Side high block 115 and side low block 116
Upper curved surface 1171 and lower curved surface 1172
Inclination angle a of upper sliding curved surface
The inclination angle b of the gliding curved surface.
Detailed Description
To achieve the above objects and advantages, the preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
Referring to fig. 1 to 4, the present invention discloses a filler for sewage treatment, comprising: the multi-row corrugated plates 1 are connected and formed in a buckling manner by two adjacent rows of vertically arranged corrugated plates 1, the wave crests of one row of corrugated plates 1 in the two adjacent rows of vertically arranged corrugated plates 1 are fixedly butted with the wave troughs of the other row of corrugated plates 1, the opening shape of the two adjacent rows of vertically arranged corrugated plates 1 after buckling can be quadrilateral or other polygons or circular, but not limited to the above, the corrugation trends of the two opposite sides of each row of corrugated plates 1 are opposite, each row of corrugated plates 1 is formed by integrally connecting a plurality of corrugated units 11, a main runner 111 and two side runners 112 are formed between the adjacent two vertically arranged corrugated units 11, the main runner 111 is communicated with the side runners 112, each row of corrugated plates in the length direction and each row of corrugated plates in the width direction of the utility model are all corrugated structures, the utility model can be integrally formed by the multi-row corrugated plates in the horizontal direction, the wave crest of one row of corrugated plates 1 in two adjacent rows of vertically arranged corrugated plates 1 and the wave trough of the other row of corrugated plates 1 are in butt joint and fixed in a buckling manner (or in other connection manners), the wave crest of one row of corrugated plates 1 in two adjacent rows of vertically arranged corrugated plates 1 is provided with convex particles 118, and the wave trough of the other row of corrugated plates 1 is provided with a groove 119 for the convex particles 118 to buckle into; or the wave crest of one row of corrugated plates 1 in two adjacent rows of vertically arranged corrugated plates 1 may be provided with a groove 119, the wave trough of the other row of corrugated plates 1 is provided with a convex particle 118, and the convex particle 118 is buckled into the corresponding groove 119, but not limited thereto, and other butt joint methods in the field may also be adopted.
Therefore, the utility model is formed by connecting two adjacent rows of vertically arranged corrugated plates 1 in a buckling manner, the wave crest of one row of corrugated plates 1 in two adjacent rows of vertically arranged corrugated plates 1 and the wave trough of the other row of corrugated plates 1 are buckled and connected fixedly, and the structure design of a main runner 111 and two side runners 112 which are communicated with each other is formed between two adjacent vertically arranged corrugated units 11, thereby the sewage with sludge flows into the main runner 111 between two adjacent vertically arranged corrugated units 11 of the utility model and is shunted to flow out from the side runners 112 to enter the main runner 111 formed between two adjacent vertically arranged corrugated units 11 of the next pair, and so on, because of the runner structure formed by the utility model, the water flow presents a plurality of 'X' -shaped runner curves, and the terminal point of finishing one 'X' -shaped flow is merged with the collision of the adjacent water flow finishing the 'X' -shaped flow, then flow dividing into two "X" shapes to this accomplishes a plurality of such processes, at such flow in-process, causes water swirl motion to form water velocity gradient by "X" streamline to produce the effort of internal force to mud and make mud collision each other produce syntropy flocculation, whole the utility model discloses a on the vertical height of filler, the concentration of mud is the trend of reducing, and compares current swash plate, the passageway of pipe chute and be straight form, and the interval is little, and the passageway is not mutually linked together, the utility model discloses a link up each other between the runner, the height is undulant, and the interval of runner is big, can be convenient for mud discharge and wash the mediation, and overall structure is simple.
Wherein, the crest department of one row of buckled plate 1 in two adjacent rows of perpendicular buckled plates 1 that set up and the trough department of another row of buckled plate 1 can be triangle-shaped piece or other lock joint shapes, like circular or polygon to make and form the butt joint shaping mode of surface contact between crest department of one row of buckled plate 1 in two adjacent rows of perpendicular buckled plates 1 and the trough department of another row of buckled plate 1, let two adjacent rows of perpendicular buckled plate 1 that set up can firmly link together.
Furthermore, each corrugated unit 11 may include a middle-high block 113, a middle-low block 114, two side-high blocks 115 and two side-low blocks 116, the middle-high block 113 is disposed between the two side-low blocks 116, the middle-low block 114 is disposed between the two side-high blocks 115, a twisted surface 117 is formed between the middle-high block 113, the middle-low block 114, the side-high block 115 and the side-low block 116, respectively, the twisted surface 117 is symmetrically disposed about a connecting line between the middle-high block 113 and the middle-low block 114, the middle-high block 113, the middle-low block 114, the side-high block 115 and the side-low block 116 are all in a triangular block shape, the connecting line between the middle-low block 114 and the side-low block 116 is a curve, the connecting line between the middle-high block 113 and the side-high block is a curve, a side flow passage 112 is formed between the middle-low block 114 and the side-low block 116, and a main flow passage 111 is formed between the middle-high block, the height is fluctuated, and the space is large.
Secondly, the curved surface 117 of turning round can be by one go up the gliding curved surface 1171 and the curved surface 1172 constitutes of sliding down, the inclination angle a of gliding curved surface is greater than 60 degrees, the inclination angle b of going up the gliding curved surface is greater than 60 degrees to make mud in the sewage can be in time arranged down along going up the gliding curved surface 1172 and the curved surface 1171 of sliding down, avoid blockking up the runner.
In addition, the inclination angle a of the lower curved surface may be set between 62 degrees and 86 degrees, and the inclination angle b of the upper curved surface may be set between 62 degrees and 86 degrees.
The utility model discloses can install in high concentration activated sludge pond, realize biochemical reaction and sedimentation system integration structure, create the condition for activated sludge high-efficient low consumption inner loop in aeration clarification integration pond. The utility model is used for handle high concentration, low density, small-size suspended solid, the play water suspended solid is less than 20mg/l usually.
The technical content and technical features of the present invention have been disclosed as above, the number of the components of the present invention is not limited to the above, and those skilled in the art may make various replacements and modifications based on the disclosure of the present invention without departing from the spirit of the present invention. Therefore, the protection scope of the present invention should not be limited to the embodiments disclosed, but should include various alternatives and modifications without departing from the invention, and be covered by the claims.
Claims (7)
1. A sewage treatment packing, comprising: multirow buckled plate, the shaping is connected with the mode of make-up to two adjacent rows of perpendicular buckled plates that set up, and the crest department of one row of buckled plate in two adjacent rows of perpendicular buckled plates docks fixedly with the trough department of another row of buckled plate, and the ripple trend of every row of relative both sides of buckled plate is opposite, and every row of buckled plate is formed by a plurality of ripple unit body coupling, is formed with a sprue and both sides runner between two adjacent perpendicular ripple units that set up, sprue and side runner intercommunication.
2. The sewage treatment packing according to claim 1, wherein: the wave crest of one row of corrugated plate in two adjacent rows of vertically arranged corrugated plates and the wave trough of the other row of corrugated plates are triangular blocks.
3. The sewage treatment packing according to claim 1 or 2, wherein: each ripple unit comprises a middle-high block, a middle-low block, two side-high blocks and two side-low blocks, wherein the middle-high block is arranged between the two side-low blocks, the middle-low block is arranged between the two side-high blocks, torsion surfaces are respectively formed between the middle-high block and the middle-low block and between the adjacent one side-high block and one side-low block, and the torsion surfaces are symmetrically arranged relative to a connecting line between the middle-high block and the middle-low block.
4. The sewage treatment packing according to claim 3, wherein: the twisted surface is composed of an upper sliding curved surface and a lower sliding curved surface, the inclination angle of the lower sliding curved surface is greater than 60 degrees, and the inclination angle of the upper sliding curved surface is greater than 60 degrees.
5. The sewage treatment packing according to claim 4, wherein: the inclined angle of gliding curved surface sets up between 62 degrees and 86 degrees, the inclined angle of upglide curved surface sets up between 62 degrees and 86 degrees.
6. The sewage treatment packing according to claim 1, wherein: the wave crest of one row of buckled plate in two adjacent rows of the buckled plates that set up perpendicularly is equipped with protruding grain, and the wave trough department of another row of buckled plate in two adjacent rows of the buckled plate that set up perpendicularly is equipped with the recess that supplies protruding grain to buckle into.
7. The sewage treatment packing according to claim 1, wherein: the wave crest department of one row of buckled plate in two adjacent rows of perpendicular buckled plates that set up is equipped with the recess, and the wave trough department of another row of buckled plate in two adjacent rows of perpendicular buckled plates that set up is equipped with protruding grain, corresponding recess is detained to protruding grain.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921895109.0U CN211328258U (en) | 2019-11-05 | 2019-11-05 | Sewage treatment's filler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921895109.0U CN211328258U (en) | 2019-11-05 | 2019-11-05 | Sewage treatment's filler |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211328258U true CN211328258U (en) | 2020-08-25 |
Family
ID=72132727
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921895109.0U Expired - Fee Related CN211328258U (en) | 2019-11-05 | 2019-11-05 | Sewage treatment's filler |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211328258U (en) |
-
2019
- 2019-11-05 CN CN201921895109.0U patent/CN211328258U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230209 Address after: No. 94, Sanfang, Lingtou Village, Jieshan Town, Quangang District, Quanzhou City, Fujian Province, 362100 Patentee after: Lin Congmou Address before: No. 94, Sanfang, Lingtou Village, Jieshan Town, Quangang District, Quanzhou City, Fujian Province, 362804 Patentee before: Lin Congming |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200825 |