CN208667442U - A kind of silt particle separation integrating device - Google Patents
A kind of silt particle separation integrating device Download PDFInfo
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- CN208667442U CN208667442U CN201820997510.4U CN201820997510U CN208667442U CN 208667442 U CN208667442 U CN 208667442U CN 201820997510 U CN201820997510 U CN 201820997510U CN 208667442 U CN208667442 U CN 208667442U
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Abstract
The utility model discloses a kind of silt particles to separate integrating device, including cyclone separator, grit water separator, water main, shaftless sediment outflow spiral and Duo Gen flexibility water distribution branch pipe, cyclone separator is connect with grit water separator, shaftless sediment outflow spiral is set to grit water separator bottom, grit water separator corresponds to shaftless sediment outflow spiral one end equipped with sand removing hole, water main is set to outside grit water separator, more flexible water distribution branch pipe vertical spacings are set in grit water separator, and protrude into the liquid level of grit water separator or less, each flexibility water distribution branch pipe is connected to water main, the bottom of each flexibility water distribution branch pipe is equipped with anti-clogging spray head, each anti-clogging spray head is towards shaftless sediment outflow spiral.The utility model flexibility water distribution branch pipe and anti-clogging spray head constitute Simple stirrer, sludge is stirred, anti-clogging spray head provides certain gravity, enable flexible water distribution branch pipe rotational agitation, washing away and stir to silt particle wrappage is played a dual role of in the two cooperation, realizes good silt particle separating effect.
Description
Technical field
The utility model relates to municipal sludge preconditioning technique fields more particularly to a kind of silt particle to separate integrating device.
Background technique
In municipal sludge there is Treatment of Sludge and adversely affect in gravel, the abrasion including the aggravation pump housing, pool wall, and detest
Tank body mud and sand silting is easily led in oxygen digestion process.Therefore, one of important link of municipal sludge pretreatment at present is mud in sludge
The separation of sand, the more universal mode of application are cyclone separation device, are cut using mud granule and the difference of gravel density in eddy flow
It is separated under to power effect, the silt particle mixture after separation enters back into the further separating treatment of grit water separator.And due to dirt
Mud is to the encapsulation of gravel, and the mud granule of substance containing sand that mouth separation is arranged in cyclone separator bottom is also more, particularly with height
The sludge desanding process of solid content (solid content > 10%) is particularly evident, and grit water separator utilizes gravity principle to such silt particle
Mixture inferior separating effect is swept along, good gravel separating effect is not achieved, sediment outflow spiral outlet carries a large amount of sludge and sludge secretly
Overflow port carries a large amount of gravels secretly, causes final sludge solutions containing sand to be back in system again, and there are wash tub pipes frequently to block up
The big problem of plug, water consumption.That is the cyclone separation device of existing silt particle separating treatment, there is following defect:
(1) grit water separator sweeps along mixture inferior separating effect to such high solid content, silt particle；
(2) grit water separator flushing water stringing is located at liquid level, and flushing water is easy directly to arrange from grit water separator overflow port
Short stream is formed out, and flushing water needs to run without interruption, waste water resource；
(3) girt-water separation process flushing water nozzle is easy to happen blocking because of silt particle, and block clearing is inconvenient；
(4) flushing water position is fixed, and be can not achieve agitating function and is effectively broken up, mud and sand silting bottom, and separation is caused to be imitated
Fruit is poor.
Utility model content
The technical problems to be solved in the utility model overcomes the deficiencies of the prior art and provide a kind of silt particle separating effect
Silt particle separates integrating device.
In order to solve the above technical problems, the utility model uses following technical scheme:
A kind of silt particle separates integrating device, including cyclone separator, grit water separator, water main, shaftless sediment outflow spiral and
More flexible water distribution branch pipes, the cyclone separator are connect with grit water separator, and the shaftless sediment outflow spiral is set to girt-water separation
Device bottom, the grit water separator correspond to shaftless sediment outflow spiral one end equipped with sand removing hole, and the water main is set to grit water separator
Outside, described more flexible water distribution branch pipe vertical spacings are set in grit water separator, and protrude into grit water separator liquid level hereinafter,
Each flexibility water distribution branch pipe is connected to water main, and the bottom of each flexibility water distribution branch pipe is equipped with anti-clogging spray head, each anti-clogging spray
Head is towards shaftless sediment outflow spiral.
As a further improvement of the above technical scheme, it is preferred that the water main is equipped with electrically operated valve and can control
The pressure sensing cell of electrically operated valve aperture.
As a further improvement of the above technical scheme, it is preferred that between the water main and more flexible water distribution branch pipes
Equipped with a distributive pipe, the distributive pipe is horizontally disposed, and the water main and distributive pipe are connected, and described more flexible water distribution branch pipes are equal
It is connected with distributive pipe, and is loose joint between every flexible water distribution branch pipe and distributive pipe.
As a further improvement of the above technical scheme, it is preferred that the top of the grit water separator is equipped with for being discharged
Overflow pipe without gravel sludge.
As a further improvement of the above technical scheme, it is preferred that the anti-clogging spray head is micro-pore aeration header structure.
As a further improvement of the above technical scheme, it is preferred that each anti-clogging spray head and shaftless sediment outflow spiral it
Between spacing range be 5~20cm.
As a further improvement of the above technical scheme, it is preferred that the spacing between adjacent two flexible water distribution branch pipes is
10~50cm.
As a further improvement of the above technical scheme, it is preferred that the grit water separator bottom angled setting, the nothing
The setting of axis sediment outflow spiral corresponding tilt, the sand removing hole are located at shaftless higher one end of sediment outflow spiral.
In order to solve the above technical problems, the utility model uses following another technical solution:
A kind of silt particle separates integrating device, including cyclone separator, grit water separator, main tracheae, shaftless sediment outflow spiral and
More flexible gas distributionbranch pipes, the cyclone separator are connect with grit water separator, and the shaftless sediment outflow spiral is set to girt-water separation
Device bottom, the grit water separator correspond to shaftless sediment outflow spiral one end equipped with sand removing hole, and the main tracheae is set to grit water separator
Outside, described more flexible gas distributionbranch pipe vertical spacings are set in grit water separator, and protrude into grit water separator liquid level hereinafter,
Each flexibility gas distributionbranch pipe is connected to main tracheae, and the bottom of each flexibility gas distributionbranch pipe is equipped with anti-clogging spray head, each anti-clogging spray
Head is towards shaftless sediment outflow spiral.
Compared with the prior art, the advantages of the utility model are:
(1) silt particle of the utility model separates integrating device, by setting more flexible water distribution branch pipes, each flexibility water distribution branch
Pipe vertical arrangement side by side, and be located at the lower section of sludge liquid level in grit water separator, when water main water flowing, water flows through flexible water distribution branch
Pipe and anti-clogging spray head spray to shaftless sediment outflow spiral, to the package sludge sunk in the shaftless sediment outflow spiral in bottom in grit water separator
Gravel be rinsed, realize silt particle separation, the shaftless sediment outflow helical feed of gravel after separation is discharged by sand removing hole；Due to flexibility
Water distribution branch pipe itself flexible the characteristics of twisting, constitutes Simple stirrer with anti-clogging spray head, is stirred to sludge, prevents
Blocking spray head provides certain gravity, enables flexible water distribution branch pipe rotational agitation, has certain rule, the two cooperation is played
Double action is washed away and stirred to silt particle wrappage, in high solid content silt particle mixture separation process, realizes good mud
Sand separation effect, the setting of anti-clogging spray head can also reduce the generation of flexible water distribution branch pipe stopping state.
(2) silt particle of the utility model separates integrating device, and water main is equipped with electrically operated valve and controllable electrically operated valve
The pressure sensing cell of aperture.
(3) anti-clogging spray head be micro-pore aeration header structure, this structure have preferable anti-clogging effect, anti-clogging spray head with
Also to be detachably connected between flexible water distribution branch pipe, when slightly flexible water distribution branch pipe or anti-clogging spray head break down, convenient for tearing open
It unloads and safeguards.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment 1.
Fig. 2 is the control principle drawing of the utility model embodiment 1.
Fig. 3 is the structural schematic diagram of the utility model embodiment 2.
Each label indicates in figure:
1, cyclone separator；2, grit water separator；3, water main；4, shaftless sediment outflow spiral；5, flexible water distribution branch pipe；6, prevent
Block spray head；7, sand removing hole；8, electrically operated valve；9, pressure sensing cell；10, distributive pipe；11, overflow pipe；12, loose joint；13, main
Tracheae；14, flexible gas distributionbranch pipe.
Specific embodiment
The utility model is described in further detail below in conjunction with Figure of description and specific embodiment.
The silt particle of the utility model separates integrating device, mainly carries out separating place with gravel to the sludge in Treatment of Sludge
Reason, especially for the carry out silt particle separation of the sludge of the high sand content of high solid content.
Embodiment 1
As shown in Figure 1, the silt particle of the present embodiment separates integrating device, including cyclone separator 1, grit water separator 2, main water
Pipe 3, shaftless sediment outflow spiral 4 and Duo Gen flexibility water distribution branch pipe 5, cyclone separator 1 is connect with grit water separator 2, shaftless sediment outflow spiral shell
Rotation 4 is set to 2 bottom of grit water separator, and corresponding shaftless 4 one end of sediment outflow spiral of grit water separator 2 is equipped with sand removing hole 7, and water main 3 is set
In outside grit water separator 2, more flexible 5 vertical spacings of water distribution branch pipe are set in grit water separator 2, and protrude into grit water separator
For 2 liquid level hereinafter, each flexibility water distribution branch pipe 5 is connected to water main 3, the bottom of each flexibility water distribution branch pipe 5 is equipped with anti-clogging
Spray head 6, each anti-clogging spray head 6 are located at the top of shaftless sediment outflow spiral 4, under, against shaftless sediment outflow spiral 4.
By setting more flexible water distribution branch pipes 5, each vertical arrangement arranged side by side of flexibility water distribution branch pipe 5, and it is located at girt-water separation
The lower section of sludge liquid level in device 2, when 3 water flowing of water main, water flows through flexible water distribution branch pipe 5 and anti-clogging spray head 6 sprays to shaftless row
Sand spiral 4 is rinsed the gravel of the package sludge sunk in the shaftless sediment outflow spiral 4 in bottom in grit water separator 2, realizes mud
Sand separation, the shaftless conveying of sediment outflow spiral 4 of gravel after separation are discharged by sand removing hole 7.Since flexible water distribution branch pipe 5 itself is flexible
The characteristics of can twisting, constitutes Simple stirrer with anti-clogging spray head 6, is stirred to sludge, anti-clogging spray head 6 provides centainly
Gravity, enable flexible 5 rotational agitation of water distribution branch pipe, there is certain rule, the two cooperation is played to silt particle wrappage
Double action is washed away and stirred, in high solid content silt particle mixture separation process, realizes good silt particle separating effect, it is anti-blocking
The setting for filling in spray head 6, can also reduce the generation of flexible 5 stopping state of water distribution branch pipe.
In the present embodiment, specifically, the top of grit water separator 2 is equipped with for the overflow pipe 11 without gravel sludge to be discharged.
Overflow pipe 11 accesses sludge solutions reclaiming system.Water main 3 carries out grit water separator 2 to be passed through water, the liquid level of grit water separator 2
Not stop to go up, the sludge of spilling is discharged by the overflow pipe 11, into next treatment process.
In the present embodiment, water main 3 is equipped with the pressure sensing cell of 8 aperture of electrically operated valve 8 and controllable electrically operated valve
9.Pressure sensing cell 9, specially press detection sensor, connect with PLC control system and (can be included control system).
By the way that the relevant parameter of 8 aperture of parameter and electrically operated valve of press detection sensor is arranged, PLC control system, PLC control are inputted
System processed controls 8 aperture of electrically operated valve according to automatic realize of 2 base pressure of grit water separator variation is surveyed, as shown in Figure 2.Except this it
Outside, the aperture of electrically operated valve 8 can also manually be adjusted.It is automatically adjusted by pressure detecting and rinses water flow, reduce water consumption.
It is with a scale on electrically operated valve 8, it can intuitively judge the size of aperture.
In the present embodiment, spacing between each anti-clogging spray head 6 and shaftless sediment outflow spiral 4 is (packet in 5~20cm in range
Include two point values).Spacing between adjacent two flexible water distribution branch pipes 5 is 10~50cm.Flexible water distribution branch pipe 5 is set to liquid level
Hereinafter, realizing flushing and stirring action under the action of water pressure, suitable spacing can avoid mutually winding.
In the present embodiment, it is equipped with a distributive pipe 10 between water main 3 and more flexible water distribution branch pipes 5, distributive pipe 10 is horizontal
Setting, water main 3 and distributive pipe 10 are connected, and more flexible water distribution branch pipes 5 are connected with distributive pipe 10, and every flexible water distribution branch
It is loose joint 12 between pipe 5 and distributive pipe 10.Anti-clogging spray head 6 is micro-pore aeration header structure, this structure has preferable anti-clogging
Effect.The loose joint 12 is using thread connecting mode, is also detachably to connect between anti-clogging spray head 6 and flexible water distribution branch pipe 5
It connects, when slightly flexible water distribution branch pipe 5 or anti-clogging spray head 6 break down, easy to disassemble and maintenance, i.e., using activity connection, just
In assembling, maintenance and disassembly.
In the present embodiment, the setting of 2 bottom angled of grit water separator, shaftless 4 corresponding tilt of sediment outflow spiral setting, sand removing hole 7
Positioned at the higher one end of shaftless sediment outflow spiral 4, the gravel after separation is discharged from the bottom to top.
Working principle:
High solid content sludge solutions are pumped to after cyclone separator 1 separated, and isolated silt particle mixture enters sand water
Separator 2, flushing water are persistently injected in grit water separator 2 by water main 3, pass through more flexible water distribution branch pipes 5 in device
And anti-clogging spray head 6 realizes that flushing water breaks up and stir double action to silt particle, increases the sphere of action of flushing water, by mud
Sand wrappage is broken up, and the not gritty sludge solutions being finally recovered out are back in recovery system by the discharge of overflow pipe 11,
The gravel sinkage equipment bottom isolated is brought into sand removing hole 7 by shaftless sediment outflow spiral 4 and is discharged；Pressure on water main 3 simultaneously
Sensor monitors the flushing pressure of each flexible water distribution branch pipe 5 in real time, according to 6 periphery silt content of anti-clogging spray head number cause
When flushing water pressure change, pressure sensor transmits signals to PLC controller realization and adjusts automatically according to preset logic
Section rinses water flow, and realizing reduces the purpose rinsed water consumption and improve separating effect.
Embodiment 2
As shown in figure 3, the silt particle separation integrating device of the present embodiment is essentially identical with embodiment, the difference is that only:
Water main 3 is replaced as main tracheae 13, flexible water distribution branch pipe 5 is replaced with into flexible gas distributionbranch pipe 14.Main tracheae 13
Thorough fare compressed air replaces flushing water that can also play a dual role of washing away and stir to silt particle wrappage using compressed air.
Although the utility model has been disclosed with preferred embodiment as above, it is not intended to limit the utility model.It is any
Those skilled in the art, in the case where not departing from technical solutions of the utility model range, all using the disclosure above
Technology contents many possible changes and modifications are made to technical solutions of the utility model, or be revised as the equivalent of equivalent variations
Embodiment.Therefore, all contents without departing from technical solutions of the utility model, according to the utility model technical spirit to the above reality
Any simple modifications, equivalents, and modifications that example is done are applied, should all be fallen in the range of technical solutions of the utility model protection.
Claims (9)
1. a kind of silt particle separates integrating device, it is characterised in that: including cyclone separator (1), grit water separator (2), water main
(3), shaftless sediment outflow spiral (4) and more flexible water distribution branch pipes (5), the cyclone separator (1) and grit water separator (2) are even
It connects, the shaftless sediment outflow spiral (4) is set to grit water separator (2) bottom, the corresponding shaftless sediment outflow spiral of the grit water separator (2)
(4) one end is equipped with sand removing hole (7), and the water main (3) is set to grit water separator (2) outside, described more flexible water distribution branch pipes (5)
Vertical spacing is set in grit water separator (2), and protrudes into the liquid level of grit water separator (2) hereinafter, each flexibility water distribution branch pipe (5)
It is connected to water main (3), the bottom of each flexibility water distribution branch pipe (5) is equipped with anti-clogging spray head (6), each anti-clogging spray head (6)
Towards shaftless sediment outflow spiral (4).
2. silt particle according to claim 1 separates integrating device, it is characterised in that: the water main (3) is equipped with electronic
The pressure sensing cell (9) of valve (8) and controllable electrically operated valve (8) aperture.
3. silt particle according to claim 1 or 2 separates integrating device, it is characterised in that: the water main (3) and more it is soft
Property water distribution branch pipe (5) between be equipped with a distributive pipe (10), the distributive pipe (10) is horizontally disposed, the water main (3) and divides water
(10) are managed to connect, the more flexible water distribution branch pipes (5) are connected with distributive pipe (10), and every flexible water distribution branch pipe (5) with
It is between distributive pipe (10) loose joint (12).
4. silt particle according to claim 1 or 2 separates integrating device, it is characterised in that: the grit water separator (2) it is upper
Portion is equipped with for the overflow pipe (11) without gravel sludge to be discharged.
5. silt particle according to claim 1 or 2 separates integrating device, it is characterised in that: the anti-clogging spray head (6) is micro-
Hole is aerated header structure.
6. silt particle according to claim 1 or 2 separates integrating device, it is characterised in that: adjacent two flexible water distribution branch pipes
(5) spacing between is 10~50cm.
7. silt particle according to claim 1 or 2 separates integrating device, it is characterised in that: each anti-clogging spray head (6) with
Spacing range between shaftless sediment outflow spiral (4) is 5~20cm.
8. silt particle according to claim 1 or 2 separates integrating device, it is characterised in that: grit water separator (2) bottom
It is obliquely installed, shaftless sediment outflow spiral (4) the corresponding tilt setting, it is higher that the sand removing hole (7) is located at shaftless sediment outflow spiral (4)
One end.
9. a kind of silt particle separates integrating device, it is characterised in that: including cyclone separator (1), grit water separator (2), main tracheae
(13), shaftless sediment outflow spiral (4) and more flexible gas distributionbranch pipes (14), the cyclone separator (1) and grit water separator (2) are even
It connects, the shaftless sediment outflow spiral (4) is set to grit water separator (2) bottom, the corresponding shaftless sediment outflow spiral of the grit water separator (2)
(4) one end is equipped with sand removing hole (7), and the main tracheae (13) is set to grit water separator (2) outside, described more flexible gas distributionbranch pipes
(14) vertical spacing is set in grit water separator (2), and protrudes into the liquid level of grit water separator (2) hereinafter, each flexibility gas distribution branch
Pipe (14) is connected to main tracheae (13), and the bottom of each flexibility gas distributionbranch pipe (14) is equipped with anti-clogging spray head (6), each anti-clogging
Spray head (6) is towards shaftless sediment outflow spiral (4).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820997510.4U CN208667442U (en) | 2018-06-27 | 2018-06-27 | A kind of silt particle separation integrating device |
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| CN201820997510.4U CN208667442U (en) | 2018-06-27 | 2018-06-27 | A kind of silt particle separation integrating device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110064504A (en) * | 2019-04-30 | 2019-07-30 | 长江造型材料(集团)科左后旗有限公司 | A kind of gas injection type quartz sand waterpower method for separating |
| CN110743698A (en) * | 2019-09-29 | 2020-02-04 | 湖北工业大学 | Device and method for separating and collecting sand and scum in sediment |
| CN111204866A (en) * | 2020-02-18 | 2020-05-29 | 广西广宇水资源技术开发有限公司 | Domestic sewage treatment upgrading process and device |
| CN111204860A (en) * | 2020-02-18 | 2020-05-29 | 广西广宇水资源技术开发有限公司 | Random pendulum fluid stirring anaerobic treatment device and process |
-
2018
- 2018-06-27 CN CN201820997510.4U patent/CN208667442U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110064504A (en) * | 2019-04-30 | 2019-07-30 | 长江造型材料(集团)科左后旗有限公司 | A kind of gas injection type quartz sand waterpower method for separating |
| CN110064504B (en) * | 2019-04-30 | 2021-11-30 | 长江造型材料(集团)科左后旗有限公司 | Gas injection type quartz sand hydraulic separation method |
| CN110743698A (en) * | 2019-09-29 | 2020-02-04 | 湖北工业大学 | Device and method for separating and collecting sand and scum in sediment |
| CN110743698B (en) * | 2019-09-29 | 2021-07-06 | 湖北工业大学 | Device and method for separating and collecting sand and scum in sediment |
| CN111204866A (en) * | 2020-02-18 | 2020-05-29 | 广西广宇水资源技术开发有限公司 | Domestic sewage treatment upgrading process and device |
| CN111204860A (en) * | 2020-02-18 | 2020-05-29 | 广西广宇水资源技术开发有限公司 | Random pendulum fluid stirring anaerobic treatment device and process |
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