CN206081775U - Novel level pipe sedimentation tank - Google Patents
Novel level pipe sedimentation tank Download PDFInfo
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- CN206081775U CN206081775U CN201621143092.XU CN201621143092U CN206081775U CN 206081775 U CN206081775 U CN 206081775U CN 201621143092 U CN201621143092 U CN 201621143092U CN 206081775 U CN206081775 U CN 206081775U
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- swash plate
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- sedimentation tank
- horizontal pipe
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Abstract
The utility model relates to a novel level pipe sedimentation tank, including the precipitation equipment on upper strata and the sediment mud discharging device of lower floor, precipitation equipment includes level pipe unit and mud slide, level pipe unit includes that swash plate and interval set up a plurality of baffles on the swash plate downside, the baffle is a cross -section of compriseing face A and face B and is the V -shaped plate of opening towards the swash plate, face A sets up in the swash plate side, and it is parallel mutually between every face A, face B place plane and parallel or crossing setting the in swash plate place plane, and it is parallel mutually between every face B, leave pai nikou between two adjacent baffles on same swash plate. The utility model has the advantages of: level pipe unit is become with partition plate group by the swash plate, makes things convenient for manufacturing and installation, mud slide between the adjacent level pipe unit just forms under the narrow width's passageway, and it is many to have adapted to mud slide lower part mud, distribution situation that upper portion mud is few, assurance precipitation equipment's high efficiency.
Description
Technical field
This utility model is related to a kind of technical field of water purification, more particularly to a kind of novel horizontal pipe sedimentation tank.
Background technology
There is horizontal sedimentation tank, inclined-plate clarifying basin, tube settler, maze sedimentation etc. very in sedimentation tank in the market
Multi-form, the design of structure makes every effort to be close to ideal sedimentation tank, but above-mentioned several sedimentation tanks（Including precipitation in the same direction, incorgruous, horizontal
Pond）There are following shortcomings：Sedimentation effect is bad, easily cause float reversible operation, sedimentation tank utilization rate are low, current area
Little, what time the above constrains the sedimentation effect of settler to a certain extent so as to which clarifying ability is had a greatly reduced quality.
A kind of horizontal tube precipitation separation device is mentioned in the patent of invention of Patent No. 200610123752.2, including it is multigroup
Inclined paralled plates, every group of inclined paralled plates are made up of inclined board and declined board, and multiple dividing plates, the dividing plate are provided between upper and lower swash plate
The water stream channel of some section parallelograms is separated out between upper and lower swash plate, above declined board and each dividing plate intersection
Mud discharging mouth is provided with, is slided for sludge between each declined board and the inclined board or inclined pool wall of another group of adjacent inclined paralled plates
Road, each sludge slideway at least one end closing, forms hydrostatic area；The upper and lower swash plate is identical with the angle of horizontal plane, it is all every
Plate is identical with the angle of horizontal plane.The horizontal tube precipitation separation device has larger improvement compared with conventional sedimentation tank, but still
So have the disadvantage that：（1）Each unit inclined paralled plates is made up of upper and lower two swash plates, and dividing plate is arranged between two inclined paralled plates,
It is highly inconvenient in processing, manufacture difficulty and cost of manufacture it is very high.（2）It is to be arranged in parallel between upper and lower swash plate, adjacent oblique
Sludge slideway is formed between plate, sludge slideway is the consistent elongated passageway of about one width, such design is only applicable to water quality
Compare preferable occasion, and in the higher occasion of sludge concentration, then sedimentation effect can be very poor, this is because, upper strata sludge is by up to
Under down slide along sludge slideway, the sludge concentration highest of the bottom, sludge pile up most, the spoil disposal to bottom water stream channel
Effect causes very big impact.（3）The bottom of sludge slideway defines spoil disposal window by modes such as reinforcements, due to upper strata dirt
Mud from top to bottom persistently slides, and the sludge of the bottom is very easy to pile up, and this situation is not only to sludge in bottom water stream channel
Effect of settling cause large effect, and have influence on the operational effect of sludge slideway to a certain extent.
Utility model content
The technical problems to be solved in the utility model is to provide that a kind of spoil disposal is smooth, more convenient, sludge settling is installed in manufacture
The more preferable novel horizontal pipe sedimentation tank of effect.
To solve above-mentioned technical problem, the technical solution of the utility model is：A kind of novel horizontal pipe sedimentation tank, its innovation
Put and be：The precipitation separation device includes shape between some horizontal pipe units be arrangeding in parallel and adjacent two horizontal pipe unit
Into sludge slideway;Some dividing plates that the horizontal pipe unit includes swash plate and is disposed on swash plate downside, it is described
Dividing plate be one be made up of plate face A and plate face B, section be in V-type plate of the opening towards swash plate;Plate face A is arranged under swash plate
Side, in horizontal direction, plate face B place plane forms angle with swash plate place plane to its intersecting lens between swash plate；
On same swash plate, adjacent two dividing plate forms the water stream channel of some levels along swash plate downside arrangement together with swash plate, described
The bottom of water stream channel is mud discharging mouth.
Further, plate face B forms sludge slideway with adjacent swash plate, and the plate face A cross-sectional width is from up to
Under become narrow gradually, the sludge the cross section of slideway is gradually broadened from top to bottom.
Further, the bottommost of the sludge slideway is continuous mud drainage slot.
Further, the angle between plate face B and swash plate place plane is 0 ~ 30 degree.
Further, plate face B is parallel with swash plate, is disposed in parallel relation to one another between plate face A, between plate face B
It is disposed in parallel relation to one another.
Further, the sedimentation sludge discharge device is located at the novel horizontal pipe sedimentation tank bottom of pond, including some rows neatly arrange
Cloth is in the sludge guide pad of bottom of pond, the interspersed spoil disposal arm being arranged between adjacent two blowdowns mud guide pad and spoil disposal supervisor；
The sludge guide pad is provided with mudhole on the spoil disposal arm in the taper being vertically arranged, and the spoil disposal arm is pooled to row
Mud is responsible for and the sludge of deposition is discharged sedimentation tank.
Further, the sedimentation sludge discharge device is that a spoil disposal for being located at sedimentation tank bottom of pond is responsible for, and the sedimentation tank bottom of pond is in
Funnel-form, spoil disposal supervisor are connected to funnel-form bottom of pond bottom, are provided with for controlling the row of spoil disposal on the spoil disposal supervisor
Slurry valve.
Further, some groups of horizontal pipe units and sludge slideway constitute main body of the section in tetragon, institute
State body exterior and be coated with a tetragon mould bases fitted therewith, side by side parallel is arranged between the mould bases and mould bases, form heavy
Shallow lake segregation apparatuss.
Further, the angle between plate face A and swash plate is 45-75 degree.
Further, the swash plate and the angle of horizontal plane are 45-75 degree.
Further, the conical surface of sludge guide pad and the angle of horizontal plane are 45 ~ 75 degree.
Further, the pond downside wall and the angle of horizontal plane are 45 ~ 75 degree.
The utility model has the advantage of：
（1）Horizontal pipe unit is made up of swash plate and dividing plate, facilitates processing and manufacturing, greatly reduces difficulty of processing, is improve
Production efficiency.
（2）In dividing plate, the length of plate face A narrows from top to bottom successively, and the sludge slideway between adjacent horizontal pipe unit is just
Up-narrow and down-wide passage is formed, has adapted to that sludge slideway bottom sludge is more, sludge few distribution situation in top is easy to more unobstructed
Spoil disposal, it is ensured that the high efficiency of precipitation separation device.
（3）When precipitation spoil disposal pond is square, sludge is concentrated using densely covered taper sludge guide pad and be deposited to guide pad
Cone bottom, and be provided with the spoil disposal arm of mudhole at cone bottom, when sludge is piled up to a certain extent, open mud valve, it is dirty
Mud is entered in spoil disposal arm from mudhole, then is pooled to from spoil disposal arm in spoil disposal supervisor, discharges the sludge in sedimentation tank.This
Design advantages of simple is planted, is easy to spoil disposal.
（4）Require according to different water purification, the angle between swash plate and plate face B can guarantee that sludge slides into sludge well
In slideway, the up-narrow and down-wide style characteristic of sludge slideway is can guarantee that again, it is ensured that sludge discharge effects.
（5）Require according to different water purification, the gradient of swash plate can change between 45 ~ 75 degree, be optimal effect.
（6）Using by horizontal tube unit-modularized design, when mounted, the mould bases of horizontal pipe unit need to be only will be equipped with simultaneously
Row is installed in parallel in together, that is, constitute a precipitation separation device, installs succinct efficient.
Description of the drawings
Embodiment one schematic diagrams of the Fig. 1 for a kind of novel horizontal pipe sedimentation tank of this utility model.
Fig. 2 is a current in a kind of precipitation separation device of the embodiment one of novel horizontal pipe sedimentation tank of this utility model
The schematic perspective view of passage.
Fig. 3 is overlooked for a kind of sedimentation sludge discharge device of embodiment one of novel horizontal pipe sedimentation tank of this utility model and is illustrated
Figure.
Fig. 4 is a kind of precipitation separation device of the embodiment one of novel horizontal pipe sedimentation tank of this utility model（One）Signal
Figure.
Fig. 5 is a kind of precipitation separation device of the embodiment one of novel horizontal pipe sedimentation tank of this utility model（Two）Signal
Figure.
Fig. 6 is a kind of precipitation separation device of the embodiment one of novel horizontal pipe sedimentation tank of this utility model（Three）Signal
Figure.
Fig. 7 is a kind of precipitation separation device of the embodiment one of novel horizontal pipe sedimentation tank of this utility model（Four）Illustrate
Figure.
Fig. 8 is a kind of schematic diagram of the embodiment two of novel horizontal pipe sedimentation tank of this utility model.
Fig. 9 is a kind of precipitation separation device schematic diagram of the embodiment three of novel horizontal pipe sedimentation tank of this utility model.
Figure 10 is a kind of precipitation separation device schematic diagram of the example IV of novel horizontal pipe sedimentation tank of this utility model.
Specific embodiment
The utility model discloses a kind of novel horizontal pipe sedimentation tank, the novel horizontal pipe sedimentation tank is divided into upper strata precipitation point
From device and lower sediment mud discharging device；
Embodiment one
As shown in Figure 1 and Figure 2, upper strata precipitation separation device 1 includes some horizontal pipe units be arrangeding in parallel and adjacent two
The sludge slideway 13 formed between horizontal pipe unit, 13 two ends of sludge slideway at least one end closing so that sludge slideway 13 is
Inner lead, is conducive to sludge settling.Horizontal pipe unit includes swash plate 11 and is disposed on some on 11 downside of swash plate
Dividing plate 12, swash plate 11 are when being connected with the processing of dividing plate 12, more convenient, and only swash plate 11 need to be connected successively with dividing plate 12；
Dividing plate 12 be a section being made up of plate face A121 and plate face B122 in V-type plate of the opening towards swash plate, plate face A121 is arranged on
11 side of swash plate, it is parallel to each other between plate face A121 and plate face A121, between plate face B122 and plate face B122, plate face A121 with it is oblique
In horizontal direction, and plate face A121 in adjacent separator 12 becomes narrow gradually intersecting lens between plate 11 from top to bottom, therefore sludge
13 section of slideway gradually broadens from top to bottom, and 13 section lower end of sludge slideway is most wide, can meet 13 top sludge of sludge slideway
Few, bottom sludge piles up many practical situations, accomplishes quickly to discharge mud, the sedimentation effect of the horizontal pipe unit of bottom is not caused
Affect；According to the concrete condition of process conditions, the angle between 11 place plane of plate face B122 place plane and swash plate can 0 ~
Change between 30 degree, when the sludge concentration of the water for flowing through is less, angle between the two is appropriately arranged with a little bit smaller, sludge is slided
The width of the bottom in road 13 is therefore basically identical with the width on its top, both adapts to spoil disposal requirement, can guarantee that water stream channel again
Area it is larger；When the sludge concentration of the water for flowing through is larger, the appropriate setting of angle between the two it is big a bit, sludge is slided
The bottom in 13 roads section is wider, realizes more preferable spoil disposal.It is demonstrated experimentally that swash plate 11 and horizontal plane angle be in 45-75 degree and every
When in plate 12, the angle of plate face A121 and swash plate 11 is that 45-75 spends, the precipitate and separate effect of precipitation separation device is best；Same
Mud discharging mouth 14 is left between adjacent two dividing plate 12 on swash plate 11,；Two neighboring dividing plate 12 is formed under swash plate 12 together with swash plate 11
The some parallel water stream channel of side arrangement.
When being embodied as, as precipitation separation device 1 is made up of some level of incline pipe units be arrangeding in parallel, precipitation point
Global sections from device 1 are oblique, above overall interior side-lower, outside a blind area respectively occur.To guarantee that this is heavy
The normal work of shallow lake segregation apparatuss 1, in newly-built sedimentation tank, by the sidewall design of sedimentation tank into matching with precipitation separation device 1
The inclined wall of conjunction, or as shown in figure 4, by the pool wall relative with the outside of main body be contoured to correspond to it is domatic, thus eliminating the need
On the outside of main body, the blind area of top, can save one piece of baffle plate 3；Or as shown in figure 5, each in above-mentioned blind area arrange one piece
Baffle plate 3, makes blind area become inner lead；Or as shown in fig. 6, it is only filled with lower compensation body 4；Or as shown in fig. 7, will fill out in blind area
Fill with and compensate body 5 and lower compensation body 4, multigroup length from top to bottom of side-lower filling in vivo is gradually successively decreased based on lower compensation body 4
Horizontal pipe unit, the horizontal tube list that the multigroup length from top to bottom filled above external side based on upper compensation body 5 is gradually incremented by
The precipitation separation device is constituted a rectangle or right-angled trapezium shape structure by unit.
As shown in figure 3, the sedimentation tank bottom of pond is rectangular, sedimentation sludge discharge device 2 is located at the horizontal tube sedimentation tank bottom of pond, including
Some rows are neatly arranged in the sludge guide pad 21 of bottom of pond and the interspersed spoil disposal being arranged between two blowdown mud guide pads 21
Pipe 22；In the taper being vertically arranged, the conical surface of sludge guide pad and the angle of horizontal plane are 45 ~ 75 degree to sludge guide pad 21, institute
The angle of the conical surface and horizontal plane of stating sludge guide pad is 45 ~ 75 degree；Arrange under the sludge that upper strata precipitation separation device 1 precipitates
During on taper sludge guide pad 21, sludge slides to the cone of sludge guide pad 21 bottom, and spoil disposal arm 22 is arranged on sludge guide pad 21
Cone bottom, and on spoil disposal arm 22, be provided with mudhole, sludge enters spoil disposal arm 22 by mudhole, and the spoil disposal arm 22 converges
Collect spoil disposal to be responsible for and discharge the sedimentation tank.
Embodiment two
As shown in figure 8, on the basis of embodiment one, the sedimentation tank bottom of pond is in funnel-form, pond downside wall and horizontal plane
Angle is 45 ~ 75 degree, and the sludge discharged from upper strata precipitation separation device 1 is directly collected in sedimentation tank bottom of pond, bottom of pond connection spoil disposal
Supervisor 23, has mud valve 24 on spoil disposal supervisor 23, when sludge is assembled to a certain extent in bottom of pond, opens mud valve 24, sludge
Discharge sedimentation tank.
Embodiment three
As shown in figure 9, on the basis of embodiment one or two, some groups of horizontal pipe units and sludge slideway constitute one section
Main body of the face in tetragon, body exterior are coated with mould bases 6 of the section fitted therewith in tetragon, and mould bases 6 can be cut
Prism framework of the face in tetragon, it would however also be possible to employ grid material makes, and is easy to spoil disposal, and make the bottommost of sludge slideway 13 be
Continuous mud drainage slot；Between mould bases 6 and mould bases 6, side by side parallel is arranged, and forms precipitation separation device, and scattered precipitate and separate is filled
Put and produce by modular form, be readily transported and install.
Example IV
As shown in Figure 10, on the basis of embodiment one or two or three, in the pending relatively good feelings of water quality condition
Under condition, plate face B122 is provided parallel to swash plate 11, is disposed in parallel relation to one another between plate face A121, more widely can be adapted to
General spoil disposal situation, and convenient processing and manufacture.
Ultimate principle of the present utility model and principal character has been shown and described above.The technical staff of the industry should
Solution, this utility model are not restricted to the described embodiments, and this practicality is new for simply illustrating described in above-described embodiment and description
The principle of type, on the premise of without departing from this utility model spirit and scope, this utility model also has various changes and modifications,
These changes and improvements are both fallen within the range of claimed this utility model.The claimed scope of this utility model is by appended
Claims and its equivalent thereof.
Claims (12)
1. a kind of precipitation separation device and the sedimentation sludge discharge device of lower floor of novel horizontal pipe sedimentation tank, including upper strata, which is special
Levy and be：The precipitation separation device includes shape between some horizontal pipe units be arrangeding in parallel and adjacent two horizontal pipe unit
Into sludge slideway；Some dividing plates that the horizontal pipe unit includes swash plate and is disposed on swash plate downside, it is described
Dividing plate be one be made up of plate face A and plate face B, section be in V-type plate of the opening towards swash plate；Plate face A is arranged under swash plate
Side, in horizontal direction, plate face B place plane forms angle with swash plate place plane to its intersecting lens between swash plate；
On same swash plate, adjacent two dividing plate forms the water stream channel of some levels along swash plate downside arrangement together with swash plate, described
The bottom of water stream channel is mud discharging mouth.
2. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：Plate face B is oblique with adjacent
Plate shape is become narrow gradually from top to bottom into sludge slideway, the plate face A cross-sectional width, the sludge the cross section of slideway from top to bottom by
Gradual change width.
3. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：The bottommost of the sludge slideway
With continuous mud drainage slot.
4. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：Plate face B is located with swash plate
Angle between plane is 0 ~ 30 degree.
5. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：Plate face B is parallel with swash plate,
It is disposed in parallel relation to one another between plate face A, is disposed in parallel relation to one another between plate face B.
6. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：The sedimentation sludge discharge device is located at
The novel horizontal pipe sedimentation tank bottom of pond, including some rows are neatly arranged in the sludge guide pad of bottom of pond, interspersed are arranged on adjacent two
Spoil disposal arm and spoil disposal supervisor between blowdown mud guide pad；The sludge guide pad is in the taper being vertically arranged, the row
Mudhole is provided with mud arm, the spoil disposal arm is pooled to spoil disposal supervisor and the sludge of deposition is discharged sedimentation tank.
7. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：The sedimentation sludge discharge device is one
Spoil disposal positioned at sedimentation tank bottom of pond is responsible for, and the sedimentation tank bottom of pond is in funnel-form, and the spoil disposal supervisor is connected to funnel-form bottom of pond bottom
Portion, is provided with spoil disposal supervisor for controlling the mud valve of spoil disposal.
8. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：The some groups of horizontal pipe units
And sludge slideway constitutes main body of the section in tetragon, the body exterior is coated with a section fitted therewith in four sides
Shape mould bases, between the mould bases and mould bases, side by side parallel is arranged, and forms precipitation separation device.
9. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：Between plate face A and swash plate
Angle is 45-75 degree.
10. a kind of novel horizontal pipe sedimentation tank according to claim 1, it is characterised in that：The swash plate and horizontal plane
Angle is 45-75 degree.
A kind of 11. novel horizontal pipe sedimentation tanks according to claim 6, it is characterised in that：The cone of the sludge guide pad
Face is 45 ~ 75 degree with the angle of horizontal plane.
A kind of 12. novel horizontal pipe sedimentation tanks according to claim 7, it is characterised in that：The pond downside wall and level
The angle in face is 45 ~ 75 degree.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620647673 | 2016-06-28 | ||
| CN2016206476730 | 2016-06-28 |
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| Publication Number | Publication Date |
|---|---|
| CN206081775U true CN206081775U (en) | 2017-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621143092.XU Active CN206081775U (en) | 2016-06-28 | 2016-10-21 | Novel level pipe sedimentation tank |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105944411A (en) * | 2016-06-28 | 2016-09-21 | 贾贝尔 | Novel horizontal tube type sedimentation pond |
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2016
- 2016-10-21 CN CN201621143092.XU patent/CN206081775U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105944411A (en) * | 2016-06-28 | 2016-09-21 | 贾贝尔 | Novel horizontal tube type sedimentation pond |
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| GR01 | Patent grant | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20170929 Address after: 519000 Zhuhai Province, Xiangzhou, China, East China Road, No. 338, water affairs, office building, on the north side of the office building on the fifth floor Patentee after: Zhang Liangchun Address before: Chongchuan District along the river road 226000 Jiangsu city of Nantong province No. 1 1-1302 Patentee before: Jia Beier |