CN206229001U - A kind of girt-water separation device - Google Patents
A kind of girt-water separation device Download PDFInfo
- Publication number
- CN206229001U CN206229001U CN201621324197.5U CN201621324197U CN206229001U CN 206229001 U CN206229001 U CN 206229001U CN 201621324197 U CN201621324197 U CN 201621324197U CN 206229001 U CN206229001 U CN 206229001U
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- CN
- China
- Prior art keywords
- girt
- water separation
- separator disk
- separate tank
- groove
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- 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.)
- Withdrawn - After Issue
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Abstract
The utility model is related to sewage treatment area, specially a kind of girt-water separation device.Sewage is processed by grid, and girt-water separation is carried out into girt-water separation device.Rotatable separator disk, groove and spoil disposal pond are set in the separate tank of girt-water separation device, and separator disk is arranged at the top of groove, and the side of groove sets discharge outlet, and discharge outlet is extended outside separate tank;Spoil disposal pond is located at the lower section of groove, and the bottom of spoil disposal pond sets mud discharging mouth, and mud discharging mouth is extended outside separate tank;The top of separate tank sets feed pipe, and the outlet of feed pipe is corresponding with separator disk upper surface, and the bottom of separate tank sets sand removing hole.Contain substantial amounts of silt particle in sewage, need setting setting pot to carry out girt-water separation when being processed, setting pot is an indispensable unit in sewage disposal.The utility model carries out girt-water separation using separator disk, and the separator disk of rotation produces centrifugal force, directly acts on sewage to be processed, is not required to stir whole water body, reduces energy consumption.
Description
Technical field
The utility model is related to sewage treatment area, specially a kind of girt-water separation device.
Background technology
Sewage is inevitably mixed into silt particle during migrating, flowing and collecting, if the sand in sewage does not sink in advance
Drop separates removal, then can influence the operation of subsequent processing device.Most importantly abrasion pump, blocking pipe network, disturb even broken
Bad biochemical processing process process.
Particle diameter is more than 0.2mm during setting pot is mainly used in removal sewage, and density is more than 2.65t/m3Sand grains, with protection pipe
The facilities such as road, valve are from wearing and tearing and blocking.Its operation principle is based on Gravity Separation so that heavy inorganic particle
Sink, and organic suspension particle can be taken away with current.Setting pot is separated sand grains using Physical from sewage
One pretreatment unit, main application type has horizontal flow type grit chamber, aerated grit chamber, perpendicular stream setting pot, clock-type setting pot etc..
Wherein, horizontal-flow grit chamber simple structure, desanding effect is good, and the desanding device localization rate of parts and components is high, but is accompanied in sand organic
Thing, is that the subsequent treatment of sand setting increased difficulty.Aerated grit chamber have occupation of land it is small, energy consumption is low, the low advantage of civil engineering costs, has
Good impact resistance, it is adaptable to the occasion that water is changed greatly, but aerator operating cost is higher.Perpendicular stream setting pot by
It is poor in desanding effect, operational management inconvenience, thus at home and abroad municipal wastewater treatment plant is seldom used.Clock-type setting pot floor space
Small, sand setting effect is influenceed very little by water change, and girt-water separation effect is good, and the low rate of sand moisture content isolated, organic matter contains
Amount is few, is readily transported, but in actual clock-type setting pot engineer applied, if grid operation is abnormal, by sewage disposal
Some suspensions and floating object that the water inlet manifold of factory brings can be directly entered setting pot, consequently, it is possible to causing the damage of agitating paddle
It is bad, the blocking of sediment outflow equipment and pipeline can be especially caused, cause equipment normally to run.
Utility model content
The purpose of this utility model is to provide a kind of girt-water separation device, separates sand grains from sewage, and sewage is carried out
Pretreatment, so that sewage carries out subsequent treatment.
The technical solution of the utility model is:
A kind of girt-water separation device, the device includes separator disk, discharge outlet, groove, separate tank, sand removing hole, spoil disposal pond, row
Mud mouthful, feed pipe, set rotatable separator disk, groove and spoil disposal pond in separate tank, separator disk is arranged at the top of groove, recessed
The side of groove sets discharge outlet, and discharge outlet is extended outside separate tank;Spoil disposal pond is located at the lower section of groove, and the bottom of spoil disposal pond is set
Mud discharging mouth, mud discharging mouth is extended outside separate tank;The top of separate tank sets feed pipe, outlet and the separator disk upper surface of feed pipe
Corresponding, the bottom of separate tank sets sand removing hole.
Described girt-water separation device, separator disk includes central shaft, separates plate edge, suspension separating opening, inhalant region, in
The outside card of heart axle sets suspension separating opening, and the outside card of suspension separating opening is inhalant region, the outside disc of inhalant region
Face is separation plate edge.
Described girt-water separation device, separator disk edge protuberance sets on the outside of suspension separating opening between card and inhalant region
Put card raised.
Described girt-water separation device, the outlet of feed pipe is corresponding with the card of inhalant region.
Described girt-water separation device, the central shaft of separator disk passes through rotary shaft and motor connection.
Described girt-water separation device, separate tank is the integrative-structure that cylindrical portion and funnel shaped part are combined up and down.
Described girt-water separation device, spoil disposal pond is the integrative-structure that cylindrical portion and funnel shaped part are combined up and down, row
External diameter of the cylindrical portion internal diameter of mud sump more than groove.
Advantage of the present utility model and beneficial effect are:
1st, the utility model carries out girt-water separation using girt-water separation device, and the centrifugal force that separator disk is produced is directly acted on
Sewage to be processed, is not required to complete sand setting process by stirring whole water body, and the energy consumption needed for reducing sand setting improves effect
Rate.
2nd, the utility model in time can remove lightweight suspension thing in separator disk middle setting suspension separating opening, subtract
The aggregation of suspension is lacked.
Brief description of the drawings
Fig. 1 is the fundamental diagram of the utility model girt-water separation device.
Fig. 2 is the top view of separator disk.
Component serial number explanation in figure:1 motor;2 rotary shafts;3 separator disks;4 discharge outlet;5 grooves;6 separate tanks;7 sediment outflows
Mouthful;8 mud discharging mouths;9 spoil disposal ponds;10 water;11 feed pipes;31 central shafts;32 separate plate edge;33 suspension separating openings;34 water inlets
Area;35 cards are raised.
Specific embodiment
In specific implementation process, the utility model girt-water separation method is comprised the following steps:
1st, the bulk matter that sewage is removed in water removal by grid;
2nd, processed using girt-water separation device.Regulation separator disk rotating speed is produced at 10-3000 revs/min on separator disk
Centrifugal force, sewage is fallen on separator disk by feed pipe, and sand water and suspension are carried out into initial gross separation by separator disk;Sand, water from
Separator disk outer rim is fallen into following separate tank, and suspension and water are fallen into following groove, and is discharged from discharge outlet.
3rd, sand water is further separated in separate tank.Sand, water are entered with the speed of 0.1-10m/s under the influence of centrifugal force
In the water of separate tank, the density of sand is larger, and the density of sewage is smaller, and sand and water are constantly separated in motion process, and final sand falls
To separate tank edge, settle down under gravity, from sand removing hole discharge, the sludge of sedimentation is discharged from mud discharging mouth.
The utility model is expanded on further with reference to embodiment, it should be appreciated that specific implementation described herein
Mode is merely to illustrate and explains the utility model, is not limited to the utility model.
Embodiment
As Figure 1-Figure 2, the utility model girt-water separation device, mainly includes:Motor 1, rotary shaft 2, separator disk 3,
The major parts such as discharge outlet 4, groove 5, separate tank 6, sand removing hole 7, mud discharging mouth 8, spoil disposal pond 9, water 10, feed pipe 11, specific knot
Structure is as follows:
Separator disk 3, groove 5 and spoil disposal pond 9 are set in separate tank 6, and separator disk 3 is arranged at the top of groove 5, separator disk 3
It is connected with motor 1 by rotary shaft 2, a side bottom of groove 5 sets discharge outlet 4, and discharge outlet 4 is extended outside separate tank 6.Separate
Pond 6 is the integrative-structure that cylindrical portion and funnel shaped part are combined up and down, and the top of separate tank 6 sets feed pipe 11, feed pipe
11 outlet is corresponding with the upper surface of separator disk 3, and the bottom of separate tank 6 sets sand removing hole 7.Spoil disposal pond 9 is arranged in separate tank,
Positioned at the lower section of groove 5, spoil disposal pond 9 is the integrative-structure that cylindrical portion and funnel shaped part are combined up and down, the tubular of spoil disposal pond 9
Part internal diameter is more than the external diameter of groove 5, and the bottom of spoil disposal pond 9 sets mud discharging mouth 8, and mud discharging mouth 8 is extended outside separate tank 6.
Separator disk 3 includes central shaft 31, plate edge 32, suspension separating opening 33, inhalant region 34 is separated, outside central shaft 31
Side panel face sets suspension separating opening 33, and the outside card of suspension separating opening 33 is inhalant region 34, the outside disc of inhalant region 34
Face is to separate plate edge 32, and the outlet of feed pipe 11 is corresponding with the card of inhalant region 34, and the central shaft 31 of separator disk 3 is by turning
Moving axis 2 is connected with motor 1.Separate plate edge 32 raised, disk is set between the outside card of suspension separating opening 33 and inhalant region 34
Face projection 35.
The operation principle of the utility model device is as follows:
As Figure 1-Figure 2, motor 1 drives separator disk 3 to rotate, the sewage discharge entered by feed pipe 11 to separator disk 3
On, groove 5 is set below separator disk 3, separator disk 3 is not contacted with following water, water 10 is isolated with separator disk 3, reduce
The rotary resistance of separator disk 3.Water 10 in another aspect separate tank 6 can overflow from groove 5, water outlet in the middle of separator disk 3 and
Suspension also overflows from groove 5, and the outside of groove 5 sets discharge outlet 4 and carries out draining.Under the rotation of separator disk 3, due to sand proportion
Greatly, larger by centrifugal force, centrifugal force is smaller suffered by water, therefore sand and sewage can carry out initial gross separation, and sand is from separator disk side
Edge is thrown out of with certain speed, and the relaying reforwarding of water 10 for falling into separate tank 6 is moved, due to being made sand and dirt thereon by the resistance of water
Mud is further separated, and sand settles down along the periphery in separate tank 6, is fallen into sand removing hole 7 and is discharged, and sludge falls into infall process
To in spoil disposal pond 9, and discharged from mud discharging mouth 8, water 10 overflows to discharge outlet 4 from groove 5 and discharges.The middle part of separator disk 3 sets outstanding
Float separating opening 33, water and suspension are discharged from suspension separating opening 33, in dropping into following groove 5, so as to realize sand water
Separation.
Embodiment:
The bulk matter that sewage is gone in water removal by grid, is then processed using girt-water separation device.Such as Fig. 1-
Shown in Fig. 2, start motor 1, motor 1 drives separator disk 3 to rotate.Sewage discharge is on separator disk 3 in charging aperture 11, in centrifugal force
In the presence of sand in water and part water be thrown out of along the edge of separator disk 3, enter into separate tank 6, relay reforwarding in separate tank 6
Dynamic and to be settled down along pool wall until the pool wall in separate tank 6, water is into spilling into discharge outlet 4 from groove 5 after separate tank 6.
In separation process, sludge is dropped into spoil disposal pond 9 and discharged from mud discharging mouth 8.Water and suspension in separator disk 3 enter separation
The suspension separating opening 33 at the middle part of disk 3, drops into following groove 5, is discharged with water.
Embodiment result shows, containing substantial amounts of silt particle in sewage, needs setting setting pot to carry out sand water when being processed
Separate, setting pot is an indispensable unit in sewage disposal.The utility model is for sand and the characteristics design of water
Girt-water separation device, is made up of the part such as motor, separator disk, separate tank, groove, and girt-water separation is carried out using separator disk, is rotated
Separator disk produce centrifugal force, directly act on sewage to be processed, be not required to stir whole water body, reduce energy consumption.
Claims (7)
1. a kind of girt-water separation device, it is characterized in that, the device includes separator disk, discharge outlet, groove, separate tank, sand removing hole, row
Mud sump, mud discharging mouth, feed pipe, set rotatable separator disk, groove and spoil disposal pond in separate tank, separator disk is arranged at groove
Top, the side of groove sets discharge outlet, and discharge outlet is extended outside separate tank;Spoil disposal pond is located at the lower section of groove, spoil disposal pond
Bottom sets mud discharging mouth, and mud discharging mouth is extended outside separate tank;The top of separate tank sets feed pipe, the outlet of feed pipe with separate
Disk upper surface is corresponding, and the bottom of separate tank sets sand removing hole.
2. girt-water separation device according to claim 1, it is characterized in that:Separator disk includes central shaft, separates plate edge, hangs
Float separating opening, inhalant region, the outside card of central shaft set suspension separating opening, the outside card of suspension separating opening be into
Pool, the outside card of inhalant region is separation plate edge.
3. girt-water separation device according to claim 2, it is characterized in that:Separator disk edge protuberance, outside suspension separating opening
It is raised that card is set between side panel face and inhalant region.
4. girt-water separation device according to claim 2, it is characterized in that:The outlet of feed pipe is relative with the card of inhalant region
Should.
5. girt-water separation device according to claim 2, it is characterized in that:The central shaft of separator disk passes through rotary shaft and motor
Connection.
6. girt-water separation device according to claim 1, it is characterized in that:Separate tank is in cylindrical portion and funnel shaped part
The integrative-structure of lower combination.
7. girt-water separation device according to claim 1, it is characterized in that:Spoil disposal pond is in cylindrical portion and funnel shaped part
The integrative-structure of lower combination, the external diameter of the cylindrical portion internal diameter more than groove of spoil disposal pond.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621324197.5U CN206229001U (en) | 2016-12-06 | 2016-12-06 | A kind of girt-water separation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621324197.5U CN206229001U (en) | 2016-12-06 | 2016-12-06 | A kind of girt-water separation device |
Publications (1)
Publication Number | Publication Date |
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CN206229001U true CN206229001U (en) | 2017-06-09 |
Family
ID=58978025
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201621324197.5U Withdrawn - After Issue CN206229001U (en) | 2016-12-06 | 2016-12-06 | A kind of girt-water separation device |
Country Status (1)
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CN (1) | CN206229001U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106492520A (en) * | 2016-12-06 | 2017-03-15 | 沈阳农业大学 | A kind of girt-water separation device and method |
-
2016
- 2016-12-06 CN CN201621324197.5U patent/CN206229001U/en not_active Withdrawn - After Issue
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106492520A (en) * | 2016-12-06 | 2017-03-15 | 沈阳农业大学 | A kind of girt-water separation device and method |
CN106492520B (en) * | 2016-12-06 | 2018-07-10 | 沈阳农业大学 | A kind of girt-water separation device and method |
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20170609 Effective date of abandoning: 20180710 |