CN208193754U - Sewage treatment device for separating mud and water - Google Patents
Sewage treatment device for separating mud and water Download PDFInfo
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- CN208193754U CN208193754U CN201820174968.XU CN201820174968U CN208193754U CN 208193754 U CN208193754 U CN 208193754U CN 201820174968 U CN201820174968 U CN 201820174968U CN 208193754 U CN208193754 U CN 208193754U
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- mud
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- tower body
- sludgd deposition
- deposition plate
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Abstract
The utility model discloses a kind of sewage treatment device for separating mud and water, including tower body, water inlet, discharge outlet, mud discharging mouth, mud-water separation channel and sludge accumulation area are provided on tower body, water inlet line and mud-water separation channel are set side by side in tower body, the top of water inlet line is located at the top of tower body and is provided with water inlet, the top in mud-water separation channel is located at the top of tower body and is provided with discharge outlet, the bottom in water inlet line and mud-water separation channel is connected to sludge accumulation area, and sludge accumulation area is located at the bottom of tower body；Multiple groups sludgd deposition plate is axially disposed in mud-water separation channel, in the tilted arrangement of sewage split tunnel, sludgd deposition plate traverses sewage split tunnel and forms a communication port between the side wall of sewage split tunnel sludgd deposition plate.Sewage treatment device for separating mud and water provided by the utility model reduces the power demand of sewage driving, takes full advantage of the space of tower body, moving down and collecting automatically convenient for sludge.
Description
Technical field
The utility model relates to sewage disposal technologies, and in particular to a kind of sewage treatment device for separating mud and water.
Background technique
In sewage treatment, mud-water separation is indispensable one of process, and precipitating is relatively conventional mud-water separation technology, is sunk
Suspended substance sedimentation in sewage is formed sludge by shallow lake process.In general, the water surface stood is more advantageous to the sedimentation of suspended matter, but
It is during sewage is in constant flow in sewage disposal process, it is usually longer by building in order to reach effective sedimentation
The way of sedimentation channel promote settling efficiency, be so bound to so that the occupied area of sedimentation basin is larger, this becomes at sewage
Reason facility takes up an area larger one of reason.
Take up an area larger technical problem to solve deposition facility, one of solution of the prior art is to pass through tower equipment
It is precipitated, realizes precipitating using vertical space substitution horizontal space, if Authorization Notice No. is CN201065355Y, Granted publication
Day is on May 28th, 2008, the patent of invention of entitled " sewage treatment tower " comprising tower body and the sewage inlet pipe being provided thereon
And water purification outlet pipe, tower body is interior to be equipped with flocculation zone, settling zone and the water distributing area being spaced apart from each other, it is equipped with sewage draining exit in tower body bottom,
Feature is, three flocculation basins successively arranged are equipped in flocculation zone, be furnished in each flocculation basin it is several between the upper and lower every item
Shape plate；It is equipped with inclined water outlet plate in settling zone, is covered with small spacing on water outlet plate and goes out water bar mouth；It passes through inclined water outlet plate
The sedimentation effect of lifting sewage.
It is in place of the deficiencies in the prior art, only by horizontal precipitating by being changed to vertical sedimentation channel, not
The useful space of tower body can adequately be utilized.
Utility model content
The purpose of the utility model is to provide a kind of sewage treatment device for separating mud and water, in solution technology it is above-mentioned not
Foot place.
To achieve the goals above, the utility model provides the following technical solutions:
A kind of sewage treatment device for separating mud and water, including tower body are provided with water inlet, discharge outlet, row on the tower body
Mud mouth, mud-water separation channel and sludge accumulation area, water inlet line is set side by side in the tower body and the mud-water separation is logical
Road, the top of the water inlet line are located at the top of the tower body and are provided with the water inlet, the mud-water separation channel
Top is located at the top of the tower body and is provided with the discharge outlet, and the bottom in the water inlet line and mud-water separation channel connects
The sludge accumulation area is passed through, the sludge accumulation area is located at the bottom of the tower body；
Multiple groups sludgd deposition plate is axially disposed in the mud-water separation channel, sludgd deposition plate described in every group
Including sludgd deposition plate described in two panels, for the sludgd deposition plate in the tilted arrangement of sewage split tunnel, the sludge is heavy
Product plate traverses the sewage split tunnel and forms a communication port between the side wall of the sewage split tunnel, two for every group
A sludgd deposition plate, two communication ports of formation are located at the opposite sides on the mud-water separation channel；
The radial area in the mud-water separation channel is five times or more of the intake tunnel radial direction area.
Above-mentioned sewage treatment device for separating mud and water, the sludge accumulation area are the trapezoidal chamber of the first chamfer, described the
It is the mud discharging mouth at the short bottom edge of the trapezoidal chamber of one chamfer, close oblique waist on the long bottom edge of the trapezoidal chamber of the first chamfer
One end is connected to the water inlet line, and one end of close straight waist is connected to the muddy water on the long bottom edge of the trapezoidal chamber of the first chamfer
Split tunnel.
Above-mentioned sewage treatment device for separating mud and water is provided with pressure biography in the oblique waist of the trapezoidal chamber of the first chamfer
Sensor, the distance at lower tube road junction of the pressure sensor apart from the water inlet line is between 10cm-30cm.
Above-mentioned sewage treatment device for separating mud and water, the end that the sludge accumulation area is connected on the water inlet line are
The long bottom edge of the trapezoidal chamber of second chamfer, the trapezoidal chamber of the second chamfer is connected to the sludge accumulation area.
Above-mentioned sewage treatment device for separating mud and water, array is provided with many bar shaped gaps on the sludgd deposition plate,
The width in the bar shaped gap is between 1cm-3cm.
Above-mentioned sewage treatment device for separating mud and water, the sewage split tunnel include at least two be set side by side
Pipeline, is provided with sludgd deposition plate described in multiple groups on each branch pipe(tube), each branch pipe(tube) and the sludge accumulation area
Bonding pad is provided with control valve.
Above-mentioned sewage treatment device for separating mud and water, further includes vibrating motor, is set side by side in each branch pipe(tube)
Two groups of columns, two sludgd deposition plates of sludgd deposition plate described in each group correspond with column described in two groups solid respectively
It connects, the vibration of column described in the driven by vibrating motors.
Above-mentioned sewage treatment device for separating mud and water, on from the tower bottom to the direction of tower top, sludge described in each group is heavy
Spacing between two sludgd deposition plates of product plate is gradually reduced.
Above-mentioned sewage treatment device for separating mud and water, on from the tower top to the direction of tower bottom, each sludgd deposition
The slanted angle of plate and the tower body axis becomes larger.
In the above-mentioned technical solutions, sewage treatment device for separating mud and water provided by the utility model at least has following
Technical effect, first, water inlet and discharge outlet are respectively positioned on tower top, height is essentially identical, so greatly reduces sewage driving
Power demand, meanwhile, mud discharging mouth is located at tower bottom, the power demand of sludge discharge is reduced, second, passing through tortuous muddy water point
From the upward stroke that sewage has been elongated in channel, the space of tower body is taken full advantage of, promotes the efficiency of sludge settling；Third, multistage
The ramp way of formula is moved down and is collected automatically convenient for sludge.
Detailed description of the invention
In order to illustrate the technical solutions in the embodiments of the present application or in the prior art more clearly, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only to record in the utility model
Some embodiments be also possible to obtain other drawings based on these drawings for those of ordinary skill in the art.
Fig. 1 is the structural schematic diagram of sewage treatment device for separating mud and water provided by the embodiment of the utility model；
Fig. 2 is the radial cross-section in mud-water separation channel provided by the embodiment of the utility model；
Fig. 3 is the structural schematic diagram of plate sludgd deposition plate provided by the embodiment of the utility model.
Description of symbols:
1, tower body；2, water inlet；3, discharge outlet；4, mud discharging mouth；5, mud-water separation channel；6, sludge accumulation area；7, it intakes
Pipeline；8, sludgd deposition plate；9, communication port；10, pressure sensor；11, bar shaped gap；12, branch pipe(tube)；13, control valve；
14, vibrating motor；15, column；16, the trapezoidal chamber of the second chamfer.
Specific embodiment
In order to make those skilled in the art more fully understand the technical solution of the utility model, below in conjunction with attached drawing pair
The utility model is further detailed.
As shown in Figure 1-3, a kind of sewage treatment device for separating mud and water provided by the embodiment of the utility model, including tower body
1, water inlet 2, discharge outlet 3, mud discharging mouth 4, mud-water separation channel 5 and sludge accumulation area 6 are provided on the tower body 1, it is described
Water inlet line 7 and the mud-water separation channel 5 are set side by side in tower body 1, the top of the water inlet line 7 is located at the tower body
1 top and it is provided with the water inlet 2, the top in the mud-water separation channel 5 is located at the top of the tower body 1 and is provided with
The bottom in the discharge outlet 3, the water inlet line 7 and mud-water separation channel 5 is connected to the sludge accumulation area 6, the dirt
Mud accumulation regions 6 are located at the bottom of the tower body 1；It is heavy that multiple groups sludge is axially disposed in the mud-water separation channel 5
Product plate 8, sludgd deposition plate 8 described in every group include sludgd deposition plate 8 described in two panels, and the sludgd deposition plate 8 is in the sewage point
From the tilted arrangement in channel, the sludgd deposition plate 8 traverses the sewage split tunnel and the side with the sewage split tunnel
A communication port 9 is formed between wall, for every group of two sludgd deposition plates 8, the communication port 9 of two of formation is located at described
Opposite sides on mud-water separation channel 5；The radial area in the mud-water separation channel 5 is the intake tunnel radial direction area
Five times or more.
Specifically, sewage enters tower body 1 by the water inlet 2 of tower top, tower bottom is reached after intake tunnel, it is of short duration to pass through sludge
Enter mud-water separation channel 5 behind accumulation regions 6 to rise again, suspended substance sedimentation forms dirt into sludge accumulation area 6 in uphill process
Mud, supernatant are discharged from the discharge outlet 3 of tower top.The effect that the water inlet line 7 for extending through tower bottom from tower top is arranged is, incites somebody to action
Top region is arrived in the setting of water inlet 2, and the stroke U-shaped like structure of sewage, such sewage rise to tower top from tower bottom in tower body 1
Precipitating stroke pressurizeed without additional by pump, save power.Tortuous sedimentation channel is formed in mud-water separation channel 5, is sunk
Shallow lake channel is divided into mud-water separation channel 5 by a series of sludgd deposition plates 8, and 8 two one group of sludgd deposition plate, as shown in Fig. 2,
The polygon of each sludgd deposition plate 8 is directly connected with the side wall in mud-water separation channel 5, stays the side on one side with mud-water separation channel 5
A notch is formed between wall, is communication port 9, and every group of two communication ports 9 are located at opposite two in mud-water separation channel 5
Side, and sludgd deposition plate 8, in the tilted arrangement in mud-water separation channel 5, such sludgd deposition plate 8 is by mud-water separation channel 5 points
It is divided into w shape channel, its role is to form sedimentation channel as long as possible in vertical mud-water separation channel 5, extend water flow
Stroke just extend precipitation pathways naturally, also just improve deposition efficiency.Simultaneously as sludgd deposition plate 8 is in tilted layout, sink
Product can slide under the effect of gravity in the sludge on sludgd deposition plate 8, eventually fall into sludge accumulation area 6, pass through dirt
Dredge pump is taken away from mud discharging mouth 4.
In the present embodiment, the radial area in mud-water separation channel 5 is five times or more of the intake tunnel radial direction area, such as
This makes the speed of water flow in mud-water separation channel 5 substantially be lower than the water velocity in intake tunnel, promotes sludge settlement rate.
Sewage treatment device for separating mud and water provided by the embodiment of the utility model, at least has the following technical effects,
One, water inlet 2 and discharge outlet 3 are respectively positioned on tower top, and height is essentially identical, and the power for so greatly reducing sewage driving needs
It asks, meanwhile, mud discharging mouth 4 is located at tower bottom, the power demand of sludge discharge is reduced, second, passing through tortuous mud-water separation channel 5
The upward stroke for having elongated sewage takes full advantage of the space of tower body 1, promotes the efficiency of sludge settling；Third, multisection type inclines
Access ramp is moved down and is collected automatically convenient for sludge.
In another embodiment provided by the utility model, further, the sludge accumulation area 6 is the first chamfer ladder
Shape chamber is the mud discharging mouth 4, the long bottom edge of the trapezoidal chamber of the first chamfer at the short bottom edge of the trapezoidal chamber of the first chamfer
Upper one end close to oblique waist is connected to the water inlet line 7, the one of close straight waist on the long bottom edge of the trapezoidal chamber of the first chamfer
End is connected to the mud-water separation channel 5.The trapezoidal chamber of chamfer refers to that 1 axial cross section of tower body of the cavity is that chamfer is trapezoidal,
I.e. long bottom edge is in upper, structure of the short bottom edge under, and being arranged such has multiple action, first, sludge is collected in sludge accumulation
In area 6, i.e., when sludge can not be normally discharged because of failure such as line clogging, accumulation finally can just touch water inlet line
7, so that being unlikely to influence the use of tower body 1 because of the blocking of sludge short time；Second, the sedimentation of 7 lower section of water inlet line
Sludge can slide to the bottom in sludge accumulation area 6 automatically, sludge will not be accumulated in the lower section of water inlet line 7, convenient for the smooth of water flow
Flowing.
Further, pressure sensor 10 is provided in the oblique waist of the trapezoidal chamber of the first chamfer, the pressure passes
The distance at lower tube road junction of the sensor 10 apart from the water inlet line 7 is between 10cm-30cm, and pressure sensor 10 is for detecting this
The pressure at place, when being accumulated by sludge herein, pressure increases, to provide alarm, prevents sludge blockage vertical pipeline.
In further embodiment provided by the utility model, further, it is poly- that the sludge is connected on the water inlet line 7
The end for collecting area 6 is the trapezoidal chamber 16 of the second chamfer, and it is poly- that the long bottom edge of the trapezoidal chamber 16 of the second chamfer is connected to the sludge
Collect area 6, correspondingly, increase the size of 7 end of water inlet line, so that water flow slows down, furthermore such that it is to mud-water separation channel 5
Direction inclination, reduces its impact force to the sludge in sludge accumulation area 6, and preventing it from stirring sludge further can be at its bottom
A partition is arranged in portion, and such as U-board guides the water (flow) direction of water inlet line 7, so almost can thoroughly prevent its impact
The sludge of aggregation.
In further embodiment provided by the utility model, further, array is provided with all on the sludgd deposition plate 8
A plurality of shape gap 11, for the width in the bar shaped gap 11 between 1cm-3cm, 11 one side of bar shaped gap is convenient for part water flow
Direct rising, on the other hand but also partial sludge can directly decline.
In further embodiment provided by the utility model, further, the sewage split tunnel includes being set side by side
At least two branch pipe(tube)s 12, be provided with sludgd deposition plate 8 described in multiple groups, each branch pipe(tube) 12 on each branch pipe(tube) 12
The bonding pad in the sludge accumulation area 6 is provided with control valve 13.It further include vibrating motor 14, in each branch pipe(tube) 12 simultaneously
Column are provided with two groups of columns 15, the sludgd deposition plate 8 of two of sludgd deposition plate 8 described in each group respectively with column described in two groups
15 one-to-one correspondence are affixed, and the vibrating motor 14 drives the column 15 to vibrate, i.e., sludgd deposition plate 8 is fixed on column 15,
And column 15 can be driven by vibrating motor 14 to be directed to, i.e., vibrating motor 14 can drive all sludgd deposition plates 8 to carry out
Vibration, in this way, can first close the branch pipe(tube) when sludge is excessive and can not be slipped to naturally sludge accumulation area 6 by gravity
Control valve 13 on 12, stands after being vibrated by vibrating motor 14, forces that the partial sludge is driven to slide, then turns on
The landing of sludge can be realized in control valve 13, cleans to sludgd deposition plate 8.
In further embodiment provided by the utility model, further, on from the tower bottom to the direction of tower top, each group
Spacing between the sludgd deposition plate 8 of two of the sludgd deposition plate 8 is gradually reduced, and it is fewer more to arrive top sludge, at this time water
Flow velocity degree can be slightly fast, lifting sewage treatment effeciency.
Further, on from the tower top to the direction of tower bottom, each sludgd deposition plate 8 and 1 axis of tower body
Slanted angle become larger, more arrive bottom, sludge is more, promoted slanted angle so that its by gravity decline probability get over
Greatly.
It is above that certain exemplary embodiments of the utility model are only described by way of explanation, undoubtedly, for
Those skilled in the art can be with a variety of different without departing from the spirit and scope of the utility model
Mode is modified described embodiment.Therefore, above-mentioned attached drawing and description are regarded as illustrative in nature, and should not be construed as
Limitation to the utility model claims protection scope.
Claims (9)
1. a kind of sewage treatment device for separating mud and water, including tower body, water inlet, discharge outlet, spoil disposal are provided on the tower body
Mouth, mud-water separation channel and sludge accumulation area, which is characterized in that water inlet line and the mud are set side by side in the tower body
Water split tunnel, the top of the water inlet line are located at the top of the tower body and are provided with the water inlet, the muddy water point
It is located at the top of the tower body from the top in channel and is provided with the discharge outlet, the water inlet line and mud-water separation channel
Bottom is connected to the sludge accumulation area, and the sludge accumulation area is located at the bottom of the tower body；
Multiple groups sludgd deposition plate is axially disposed in the mud-water separation channel, sludgd deposition plate described in every group includes
Sludgd deposition plate described in two panels, the sludgd deposition plate is in the tilted arrangement of sewage split tunnel, the sludgd deposition plate
It traverses the sewage split tunnel and forms a communication port between the side wall of the sewage split tunnel, for every group of two institutes
Sludgd deposition plate is stated, two communication ports of formation are located at the opposite sides on the mud-water separation channel.
2. sewage treatment device for separating mud and water according to claim 1, which is characterized in that the sludge accumulation area is the
The trapezoidal chamber of one chamfer, is the mud discharging mouth at the short bottom edge of the trapezoidal chamber of the first chamfer, and first chamfer is trapezoidal
It is close on one end of oblique waist connection water inlet line, the long bottom edge of the trapezoidal chamber of the first chamfer on the long bottom edge of chamber
One end of straight waist is connected to the mud-water separation channel.
3. sewage treatment device for separating mud and water according to claim 2, which is characterized in that first chamfer is trapezoidal
Pressure sensor is provided in the oblique waist of chamber, the distance at lower tube road junction of the pressure sensor apart from the water inlet line is situated between
In 10cm-30cm.
4. sewage treatment device for separating mud and water according to claim 2, which is characterized in that be connected on the water inlet line
The end in the sludge accumulation area is the trapezoidal chamber of the second chamfer, and the long bottom edge of the trapezoidal chamber of the second chamfer is connected to the dirt
Mud accumulation regions.
5. sewage treatment device for separating mud and water according to claim 1, which is characterized in that the sludgd deposition plate is gone into battle
Column are provided with many bar shaped gaps, and the width in the bar shaped gap is between 1cm-3cm.
6. sewage treatment device for separating mud and water according to claim 1, which is characterized in that the sewage split tunnel packet
At least two branch pipe(tube)s being set side by side are included, sludgd deposition plate described in multiple groups, each branch are provided on each branch pipe(tube)
The bonding pad in pipeline and the sludge accumulation area is provided with control valve.
7. sewage treatment device for separating mud and water according to claim 6, which is characterized in that further include vibrating motor, respectively
It is set side by side with two groups of columns in the branch pipe(tube), the sludgd deposition plate of two of sludgd deposition plate described in each group is respectively with two
The group column corresponds affixed, the vibration of column described in the driven by vibrating motors.
8. sewage treatment device for separating mud and water according to claim 1, which is characterized in that
On from the tower bottom to the direction of tower top, spacing between two of the sludgd deposition plate sludgd deposition plates described in each group by
It is tapered small.
9. sewage treatment device for separating mud and water according to claim 8, which is characterized in that
On from the tower top to the direction of tower bottom, the slanted angle of each sludgd deposition plate and the tower body axis gradually becomes
Greatly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820174968.XU CN208193754U (en) | 2018-01-31 | 2018-01-31 | Sewage treatment device for separating mud and water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820174968.XU CN208193754U (en) | 2018-01-31 | 2018-01-31 | Sewage treatment device for separating mud and water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208193754U true CN208193754U (en) | 2018-12-07 |
Family
ID=64534724
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820174968.XU Active CN208193754U (en) | 2018-01-31 | 2018-01-31 | Sewage treatment device for separating mud and water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208193754U (en) |
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2018
- 2018-01-31 CN CN201820174968.XU patent/CN208193754U/en active Active
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