CN208770907U - Backflow sludge concentration adjusting device of high-density clarification tank and high-density clarification tank - Google Patents
Backflow sludge concentration adjusting device of high-density clarification tank and high-density clarification tank Download PDFInfo
- Publication number
- CN208770907U CN208770907U CN201821352569.4U CN201821352569U CN208770907U CN 208770907 U CN208770907 U CN 208770907U CN 201821352569 U CN201821352569 U CN 201821352569U CN 208770907 U CN208770907 U CN 208770907U
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- China
- Prior art keywords
- height
- adjusting device
- returned sludge
- concentration adjusting
- actuator
- 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.)
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- 239000010802 sludge Substances 0.000 title claims abstract description 71
- 238000005352 clarification Methods 0.000 title abstract 5
- 238000007790 scraping Methods 0.000 claims abstract description 3
- 230000003028 elevating effect Effects 0.000 claims description 29
- 238000010992 reflux Methods 0.000 claims description 16
- 230000005540 biological transmission Effects 0.000 claims description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 2
- 238000005189 flocculation Methods 0.000 description 5
- 230000016615 flocculation Effects 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000007423 decrease Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000000701 coagulant Substances 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 230000003750 conditioning effect Effects 0.000 description 1
- 230000000593 degrading effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
Abstract
The utility model provides a backward flow mud concentration adjusting device and high density clarification tank of high density clarification tank, backward flow mud concentration adjusting device includes: the actuator is mounted on a driving unit of a mud scraping bridge of the high-density clarification tank; the lifting rod is arranged on the actuator and can move in the vertical direction under the action of the actuator; and the lifting sleeve, one end fixed connection is to pre-buried return sludge pipe, and the other end is connected to the lifter, can rise and descend along with the removal of lifter to the height that the change got into the return sludge point of return sludge pipe, when the lifter drives the lifting sleeve and removes first high position, the concentration of return sludge improves, when the lifter drives the lifting sleeve and removes second high position, the concentration of return sludge reduces, first high position is less than the second high position.
Description
Technical field
The utility model relates to a kind of returned sludge concentration adjusting device of high dense settling pond and including this reflux
The high dense settling pond of sludge concentration regulating device.
Background technique
High dense settling pond is to be contacted with each other, inhaled with the impurity particle in coagulant and raw water using the body refuse in pond
Attached, precipitating, to reach the water purification building of mud-water separation purpose.
High dense settling pond is used for sludge reflux to flocculation basin in flocculation zone by the mud return line of sludge area lower part
The bigger more heavy wadding body of building, so as to more easy to remove in settling zone.The sludge concentration of returned sludge can not be adjusted, and
This concentration also can not Real_time quantitative detection, then, the sludge quantity for flowing back into flocculation zone can not just be adjusted, and then in flocculation zone
Mixed liquid concentration can not just be adjusted, so that wadding body size and compaction rate will be deteriorated, which results in the negative shadows of following three aspect
It rings:
On the one hand, wadding body settling velocity can decline, i.e. the rate decline of solid-liquid separation, cause at high dense settling pond
Reason rate is lower;
On the other hand, pond body is flowed out in the retention that tiny wadding body is easier to break through inclined tube with upward water flow, causes highly dense
Clarifying basin treatment effect is spent to be deteriorated;
Finally, the compaction rate of wadding body is poor, the wadding body sludge to be formed that precipitates is difficult to be compressed, the effect of sludge condensation
Also it can be deteriorated.Which results in sludge concentration decline, the content of water increases in sludge, needs when spoil disposal to be discharged more " dilute " dirty
Mud produces more secondary sewage, also brings impact for sludge treating system.Moreover, diluter sludge is back to wadding
Coagulation zone causes flocculation zone mixed liquid concentration and technique requirement is not achieved, forms vicious circle, be degrading treatment process.
Therefore, it is necessary to one kind can conditioning of mud return pipe open height, to adjust the scheme of returned sludge concentration.
Utility model content
The utility model provides a kind of returned sludge concentration adjusting device of high dense settling pond, which is characterized in that institute
Stating returned sludge concentration adjusting device includes: actuator, is installed to the driving unit of high dense settling pond;Elevating lever is mounted on
On actuator, it can be moved along the vertical direction under the action of actuator;And jacking sleeve, one end are fixedly attached to pre-buried
Reflux sludge tube, the other end are connected to elevating lever, can with the movement of elevating lever raising and lowering, enter back to change
The height for flowing the returned sludge of sludge pipe, when elevating lever drives jacking sleeve to be moved to the first height and position, returned sludge
Concentration improves, and when elevating lever drives jacking sleeve to be moved to the second height and position, the concentration of returned sludge is reduced, the first height
Position is lower than the second height and position.
Preferably, the actuator is handwheel, and the top surface of driving unit is installed to by pedestal, and the elevating lever is to rise
Screw rod drops.
Preferably, when handwheel is rotated in a first direction, elevating screw is moved to the first height position vertically downwards
It sets;When handwheel rotates in the second direction opposite to the first direction, it is high that elevating screw is moved upwards up to second along the vertical direction
Spend position.
Preferably, sealing element is arranged in the junction between jacking sleeve and reflux sludge tube.
Preferably, elevating lever scrapes mud by being welded or bolted to jacking sleeve, and positioned at high dense settling pond
In the transmission shaft of bridge, reserved opening in driving unit and connect with the actuator being mounted on driving unit top cover.
Preferably, the difference of the first height and position and the second height and position is generally in the range of 500~1500mm.
The utility model additionally provides a kind of high dense settling pond, and the high dense settling pond includes reflux as described above
Sludge concentration regulating device.
Detailed description of the invention
In the preferred embodiments of the present invention being described in detail with reference to the accompanying drawing, the advantages of the utility model and mesh
Available more fully understand.In order to preferably show the relationship of each component in the accompanying drawings, attached drawing is not necessarily drawn to scale.It is attached
In figure:
Fig. 1 shows the returned sludge concentration adjusting device according to the present utility model being mounted in high dense settling pond,
In, the elevating lever of the returned sludge concentration adjusting device is in the first height and position.
Fig. 2 shows the returned sludge concentration adjusting device according to the present utility model being mounted in high dense settling pond,
In, the elevating lever of the returned sludge concentration adjusting device is in the second height and position.
Specific embodiment
It will be described in detail with reference to the accompanying drawings each embodiment according to the present utility model.Here it is to be noted that it in attached drawing
In, assign identical appended drawing reference to component part substantially with same or like structure and function, and close omitting
In their repeated description.Term " successively including A, B, C etc. " only indicates putting in order for included components A, B, C etc., and
A possibility that being not precluded between A and B and/or including other components between B and C.
The attached drawing of this specification is schematic diagram, aids in illustrating the design of the utility model, it is schematically indicated each section
Shape and its correlation.
Fig. 1 shows the returned sludge concentration adjusting device according to the present utility model being mounted in high dense settling pond,
In, the elevating lever of the returned sludge concentration adjusting device is in the first height and position.Fig. 2 shows be mounted in high dense settling pond
Returned sludge concentration adjusting device according to the present utility model, wherein at the elevating lever of the returned sludge concentration adjusting device
In the second height and position.
The returned sludge concentration adjusting device includes actuator 1, is installed to the driving unit 2 of high dense settling pond;It rises
Bar 3 is dropped, is mounted on actuator 1, can move up and down under the action of actuator 1;Jacking sleeve 6, one end is fixedly connected
To pre-buried reflux sludge tube 8, (advantageously, the diameter of jacking sleeve is greater than the diameter of reflux sludge tube, to cover dirty in reflux
Install outside mud pipe), the other end is connected to elevating lever 3, can with the movement of elevating lever 3 raising and lowering, thus change into
Enter the height of the returned sludge point of reflux sludge tube.Reflux sludge tube 8 is connect with mud discharging pipe 9, to discharge sludge.Scrape mud
Bridge 5 does circumferential movement under the action of driving unit 2, to sweep the sludge in high dense settling pond.
In the present embodiment, actuator 1 is handwheel, and the top surface of driving unit is installed to by pedestal, will not be with driving
Unit rotational.Advantageously, elevating lever 3 is elevating screw, and jacking sleeve, and position are fixed to by way of welding or bolt
In in the transmission shaft 4 of the mud-scraping bridge of high dense settling pond, reserved opening in driving unit and be mounted on driving unit
Actuator connection on top cover.
The junction of jacking sleeve and reflux sludge tube is provided with sealing element 7, can so prevent non-designated concentration
Sludge enters reflux sludge tube.
As shown in Figure 1, returned sludge concentration adjusting device is in first state, i.e. jacking sleeve is in the first height position
It sets, at this point, returned sludge concentration is higher.When needing to reduce returned sludge concentration, handwheel is rotated clockwise, is made on elevating screw
It rises, drives jacking sleeve to extend to the second height and position, as shown in Figure 2.It is apparent that the first height and position is lower than the second height position
It sets, and the difference of the first height and position and the second height and position is generally in the range of 500~1500mm.It is apparent that ground, when
When needing to improve returned sludge concentration, rotation hand wheel counterclockwise declines elevating screw, drives jacking sleeve to drop to first high
Position is spent, as shown in Figure 1.
The foregoing describe the returned sludge concentration adjusting devices of the utility model, are adjusted by adjusting the height of jacking sleeve
The height for saving reflux point, actually has adjusted the concentration of returned sludge, because the height of sludge more low concentration is higher.In this way, logical
The concentration for overregulating returned sludge improves treatment effect and the flexibility of high dense settling pond.
Moreover, each technical characteristic of above-mentioned disclosure is not limited to disclosed and other feature combination, art technology
Personnel can also carry out other combinations between each technical characteristic according to purpose of utility model, be with the purpose for realizing the utility model
It is quasi-.
Claims (7)
1. a kind of returned sludge concentration adjusting device of high dense settling pond, which is characterized in that the returned sludge concentration is adjusted
Device includes:
Actuator is installed to the driving unit of high dense settling pond;
Elevating lever is mounted on actuator, can be moved along the vertical direction under the action of actuator;And
Jacking sleeve, one end are fixedly attached to pre-buried reflux sludge tube, and the other end is connected to elevating lever, can be with elevating lever
Movement and raising and lowering, to change the height into the returned sludge of reflux sludge tube,
When elevating lever drives jacking sleeve to be moved to the first height and position, the concentration of returned sludge is improved, when elevating lever drives
When jacking sleeve is moved to the second height and position, the concentration of returned sludge is reduced, and the first height and position is lower than the second height and position.
2. returned sludge concentration adjusting device as described in claim 1, which is characterized in that the actuator is handwheel, is led to
It crosses pedestal to be installed on the top cover of driving unit, the elevating lever is elevating screw.
3. returned sludge concentration adjusting device as claimed in claim 2, which is characterized in that when handwheel is rotated in a first direction
When, elevating screw is moved to the first height and position vertically downwards;When handwheel is along the second direction opposite with first direction
When rotation, elevating screw is moved upwards up to the second height and position along the vertical direction.
4. returned sludge concentration adjusting device as described in claim 1, which is characterized in that jacking sleeve and reflux sludge tube it
Between junction be arranged sealing element.
5. returned sludge concentration adjusting device as described in claim 1, which is characterized in that elevating lever is connected by welding or bolt
It is connected to jacking sleeve, and is located in the transmission shaft of mud-scraping bridge of high dense settling pond, the reserved opening in driving unit
And it is connect with the actuator being mounted on driving unit top cover.
6. returned sludge concentration adjusting device as described in claim 1, which is characterized in that the first height and position and the second height
The difference of position is in the range of 500~1500mm.
7. a kind of high dense settling pond, which is characterized in that the high dense settling pond includes such as any one of the claims
The returned sludge concentration adjusting device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821352569.4U CN208770907U (en) | 2018-08-21 | 2018-08-21 | Backflow sludge concentration adjusting device of high-density clarification tank and high-density clarification tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821352569.4U CN208770907U (en) | 2018-08-21 | 2018-08-21 | Backflow sludge concentration adjusting device of high-density clarification tank and high-density clarification tank |
Publications (1)
Publication Number | Publication Date |
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CN208770907U true CN208770907U (en) | 2019-04-23 |
Family
ID=66157691
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CN201821352569.4U Active CN208770907U (en) | 2018-08-21 | 2018-08-21 | Backflow sludge concentration adjusting device of high-density clarification tank and high-density clarification tank |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114130072A (en) * | 2021-12-03 | 2022-03-04 | 王兴文 | Adjustable stirring concentration clarification tank and implementation method thereof |
-
2018
- 2018-08-21 CN CN201821352569.4U patent/CN208770907U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114130072A (en) * | 2021-12-03 | 2022-03-04 | 王兴文 | Adjustable stirring concentration clarification tank and implementation method thereof |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address | ||
CP03 | Change of name, title or address |
Address after: 3101, 27th Floor, Building 1, Yard 38, East 3rd Ring North Road, Chaoyang District, Beijing, 100026 Patentee after: Suez Environmental Technology (Beijing) Co.,Ltd. Country or region after: China Address before: 100026 31 / F, Taikang financial building, building 1, courtyard 38, East Third Ring Road North, Chaoyang District, Beijing Patentee before: Suez Water Treatment Co,.Ltd. Country or region before: China |