CN214861422U - Horizontal tube bundle settler - Google Patents
Horizontal tube bundle settler Download PDFInfo
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- CN214861422U CN214861422U CN202120782889.9U CN202120782889U CN214861422U CN 214861422 U CN214861422 U CN 214861422U CN 202120782889 U CN202120782889 U CN 202120782889U CN 214861422 U CN214861422 U CN 214861422U
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Abstract
The utility model belongs to the technical field of sewage subsides, in particular to horizontal tube bank settler. A horizontal tube bundle settler comprises a settler shell, wherein one end of the settler shell is provided with a water inlet port, the other end of the settler shell is provided with a water outlet port, the settler shell is of a cuboid box-shaped structure, vertical sludge discharge holes are formed in the upper surface and the lower surface of the settler shell, and lateral sludge discharge holes are formed in the front surface and the rear surface of the settler shell; a central water diversion plate is vertically arranged in the settler shell along the fluid flowing direction, sedimentation separation plates are respectively obliquely arranged on two sides of the central water diversion plate, and the sedimentation separation plates and the central water diversion plate divide the settler shell into a plurality of horizontal tubular runners. The utility model discloses a horizontal pipe subsides the slope design of separator plate, realizes that horizontal pipe non-resistance side arranges mud perpendicularly, through using the multimode to inserting, socket joint portion forms naturally and seals row mud way, reduces the area of sedimentation tank, when realizing the solid separation of liquid, improves settlement efficiency, reduces treatment cost.
Description
Technical Field
The utility model belongs to the technical field of sewage subsides, in particular to horizontal tube bank settler.
Background
At present, solid-liquid separation treatment devices are widely needed for water treatment, sewage treatment, rainwater treatment and the like in various industries such as municipal water supply and drainage, environmental protection sewage treatment, metallurgy, chemical solid-liquid separation and the like. The existing known settler after sewage chemical flocculation is a thickening tank, and the thickening tank consists of a sedimentation tank and thickener equipment. The slurry added with the flocculating agent enters a central buffer cylinder of the thickener to form a circular flow in the central buffer cylinder, so that the effect of reducing impact of the circular flow on a mud layer is achieved, the ore slurry and the flocculating agent are fully mixed, the ore slurry is forced to diffuse around along the horizontal direction, the impact on a mud settling layer is avoided, flocculated large particles settle downwards, liquid passes through the mud settling layer to rise, the mud settling layer has a filtering effect, and fine particles cannot rise along with the liquid, so that the aim of solid-liquid separation is achieved.
Under the conditions of a certain length of the thickening tank and the same flocculation effect, the sedimentation rate of the thickening tank is determined by the depth H of the sedimentation tank, wherein the smaller the H, the shallower the sedimentation tank is, the faster the sedimentation rate is, the smaller suspended particles can be removed. This is the shallow pool theory proposed by har chi (Hazen) in the beginning of the 20 th century. However, the traditional thickener is generally large and deep due to the volume of the thickener, the external field and other reasons, which greatly affects the efficiency and the effect of solid-liquid separation of the thickener, and the inclined tube (plate) sedimentation tank and the like developed according to the theory principle of the shallow tank have the defects of large occupied area, poor treatment effect, high comprehensive manufacturing cost, difficult maintenance, high material consumption and the like.
Disclosure of Invention
In order to overcome the problems of large occupied area, poor treatment effect, high comprehensive manufacturing cost, difficult maintenance and high material consumption of the existing inclined tube (plate) settling tank and the like, the utility model aims to provide a horizontal tube bundle settler which is not easy to block and easy to clean and has good treatment effect; the device can reduce the occupied area of the sedimentation tank, and improve the sedimentation efficiency while realizing liquid-solid separation; it is convenient to install and low in cost.
The technical scheme of the utility model lies in: a horizontal tube bundle settler comprising: the device comprises a settler shell, a water inlet port is formed at one end of the settler shell, and a water outlet port is formed at the other end of the settler shell; the settler shell is of a cuboid box-shaped structure, vertical sludge discharge holes are formed in the upper surface and the lower surface of the settler shell respectively, and lateral sludge discharge holes are formed in the front surface and the rear surface of the settler shell respectively; the settler shell in be equipped with central water distribution plate along the fluid flow direction is perpendicular, central water distribution plate both sides be equipped with the sedimentation separator plate respectively, the sedimentation separator plate with central water distribution plate will the settler shell is cut apart into a plurality of horizontal tube bundle form runners, sedimentation separator plate with one side height that central water distribution plate is connected is greater than the sedimentation separator plate with one side height that the settler shell is connected.
Furthermore, a water inlet end jack section is arranged in the water inlet port and matched with the outer side of the water outlet port.
Furthermore, the outer side of the water inlet port corresponds to the front and the back of the settler shell and is vertically provided with a water inlet end mud channel isolation boss respectively, the outer side of the water outlet port corresponds to the front and the back of the settler shell and is vertically provided with a water outlet end mud channel isolation boss respectively, the thickness of the water inlet end mud channel isolation boss is the same as that of the water outlet end mud channel isolation boss, and a side mud discharge channel is formed between the water inlet end mud channel isolation boss and the water outlet end mud channel isolation boss.
Furthermore, the vertical mud discharging holes are circular holes, and the lateral mud discharging holes are round-angle rectangular holes.
Furthermore, the lower edge of the rectangular long edge of the round-angle rectangular hole of the lateral mud discharge hole is tangent to the surface of the sedimentation separation plate.
Furthermore, the diameter D of the vertical mud discharging holes is 10mm or more and D is not less than 5mm, the diameter D1 of the lateral mud discharging holes is 14mm or more and D1 or more and 8mm, the diameter D2 of the lateral mud discharging holes is 10mm or more and D2 or more and 5mm, the distance D1 between the centers of adjacent vertical mud discharging holes is 200mm or more and D1 or more and 100mm, and the distance D2 between the centers of adjacent lateral mud discharging holes is 200mm or more and D2 or more and 100 mm.
Furthermore, the sedimentation separation plates on the same side surface of the central water distribution plate are arranged in parallel.
The technical effects of the utility model reside in that: 1. the utility model discloses a horizontal pipe settlement separation board slope design realizes that the horizontal pipe non-resistance side arranges mud perpendicularly, because it is perpendicular downwards to arrange the mud way, is difficult for blockking up, easily clears up. 2. The utility model discloses an use many modules to inserting, socket joint portion forms naturally and seals row's mud way, reduces the area of sedimentation tank, when realizing the solid-liquid separation, improves settling efficiency, and settling efficiency is more than 10 times of equal big or small advection formula sedimentation tank. 3. The utility model discloses a modular design can assemble according to the on-the-spot demand, and simple to operate can install in current equalizing basin.
The following will be further described with reference to the accompanying drawings.
Through the design of the inclined settling separation plate of the horizontal pipe, the non-resistance side surface of the horizontal pipe is vertically discharged, the spigot-and-socket part naturally forms a closed sludge discharge channel by using the multi-module opposite insertion, the occupied area of the settling pond is reduced, and the liquid-solid separation is realized.
Drawings
Fig. 1 is a schematic perspective view of a horizontal tube bundle settler according to an embodiment of the present invention.
Fig. 2 is a schematic view of a horizontal tube bundle settler according to an embodiment of the present invention.
Reference numerals: 1-a water inlet port; 2-a settler housing; 3-vertical mud discharging holes; 4-a water outlet port; 5-a mud channel isolation boss at the water outlet end; 6-lateral mud discharging holes; 7-side mud discharge channel; 8-a mud channel isolation boss at the water inlet end; 9-water inlet end jack section; 10-central water diversion plate; 11-settling separation plate.
Detailed Description
Example 1
In order to overcome the problem that present pipe chute (board) settling basin etc. all exist area big, the treatment effect is poor, synthesize the cost high, maintain the difficulty, the consumptive material is high, the utility model provides a horizontal tube bank settler as shown in figure 1, the utility model discloses a horizontal tube sedimentation separator slope design realizes that horizontal tube non-resistance side is perpendicular to arrange mud, through using many modules to cut into, socket joint portion forms naturally and seals row mud way, reduces the area of settling basin, when realizing the solid separation of liquid, improves and subsides efficiency, reduces treatment cost.
As shown in fig. 1, a horizontal tube bundle settler, comprises: the device comprises a settler shell 2, wherein one end of the settler shell 2 is provided with a water inlet port 1, and the other end of the settler shell 2 is provided with a water outlet port 4; the settler shell 2 is of a cuboid box-shaped structure, vertical sludge discharge holes 3 are formed in the upper surface and the lower surface of the settler shell respectively, and lateral sludge discharge holes 6 are formed in the front surface and the rear surface of the settler shell respectively; the settling device is characterized in that a central water diversion plate 10 is vertically arranged in the settling device shell 2 along the flowing direction of fluid, settling separation plates 11 are respectively arranged on two sides of the central water diversion plate 10, the settling separation plates 11 and the central water diversion plate 10 divide the settling device shell 2 into a plurality of horizontal tubular runners, and the height of one side, connected with the central water diversion plate 10, of each settling separation plate 11 is larger than that of one side, connected with the settling device shell 2, of each settling separation plate 11.
The utility model discloses a 2 in the settler casing along the fluid flow direction perpendicular be equipped with central water diversion board 10, and be in central water diversion board 10 both sides be equipped with sedimentation separation board 11 respectively, thereby will 2 the settler casing divide into a plurality of horizontal tube bundle form runners, simultaneously the sedimentation separation board 11 with one side height that central water diversion board 10 is connected is greater than the sedimentation separation board 11 with one side height that settler casing 2 is connected, make the sedimentation separation board 11 form peculiar slope structure, make horizontal tube bundle form regular parallelogram, triangle-shaped range, under the reynolds number of settlement and the number of Buddnod's number condition, rivers in the horizontal tube bundle are the laminar flow, the suspended solid sinks perpendicularly under the effect of gravity, when the sediment sinks horizontal tube bundle sedimentation separation board 11 bottom, from side direction mud hole 6 discharges, realize the instant separation of deposit and water, and due to the design of the central water distribution plate 10 and the sedimentation separation plate 11 in the settler shell 2, the impact load and overflow resistance of the settler is improved, and the operation is reliable.
Example 2
On the basis of embodiment 1, in this embodiment, as shown in fig. 1, preferably, a water inlet end jack section 9 is arranged in the water inlet port 1, and the water inlet end jack section 9 is matched with the outer side of the water outlet port 4.
During the in-service use, as shown in fig. 2, through being equipped with into water end jack section 9 and the 4 outside phase-match designs of water outlet port in the port of intaking 1, can realize that a plurality of horizontal tube bank settlers are to inserting, realize the increase of flow direction length, simultaneously because settler casing 2 be cuboid box structure, many are to inserting horizontal tube bank settlers and can realize piling up on the flow direction vertical direction, increase fluidic throughput, simultaneously because modular design, reduce the area of sedimentation tank, when realizing the solid separation of liquid, improve and subside efficiency, through modular design, also can assemble according to the on-the-spot demand, simple to operate can install in current equalizing basin.
Example 3
On the basis of embodiment 1, in this embodiment, it is preferred that, 1 outside of inlet port corresponds be equipped with inlet end mud channel isolation boss 8 respectively on the two sides is vertical around the settler casing 2, the 4 outside of outlet port corresponds be equipped with outlet end mud channel isolation boss 5 respectively on the two sides is vertical around the settler casing 2, the thickness of inlet end mud channel isolation boss 8 with the thickness of outlet end mud channel isolation boss 5 is the same, inlet end mud channel isolation boss 8 with form side mud channel 7 between the outlet end mud channel isolation boss 5.
In the in-service use process, intake end mud way keep apart boss 8 with it keeps apart to form side mud drainage way 7 between the boss 5 to go out the water end mud way, because the existence of side mud drainage way 7, after a plurality of horizontal tube bank settlers are pegged graft, socket joint portion nature forms and seals mud drainage way, realizes that horizontal pipe non-resistance side is perpendicular row mud, because mud drainage way is perpendicular downwards, is difficult for blockking up, easily clears up.
Example 4
On the basis of embodiment 1, in this embodiment, preferably, the vertical sludge discharge holes 3 are circular holes, and the lateral sludge discharge holes 6 are rounded rectangular holes.
In the practical use process, the horizontal tubular-bundle-shaped flow channel formed by the lowest part of the settler shell 2 and the sedimentation separation plates 11 realizes sludge discharge through the vertical sludge discharge holes 3.
Example 5
On the basis of the embodiment 1, in the embodiment, preferably, the lower edge of the rectangular long side of the rounded rectangular hole of the lateral sludge discharge hole 6 is tangent to the surface of the sedimentation separation plate 11.
In the in-service use process, the long edge direction of the rectangle of 6 fillet rectangular holes in side direction mud discharge hole down along with it is tangent to subside the 11 surfaces of division board, is convenient for when the precipitate sinks to horizontal tube bank subsides 11 bottoms of division board, directly discharges from side direction mud discharge hole 6.
Example 6
On the basis of embodiment 1, in this embodiment, preferably, the diameter D of the vertical mud discharging holes 3 is within a range of 10mm or more and D is greater than or equal to 5mm, the diameter D1 of the lateral mud discharging holes 6 is within a range of 14mm or more and D1 or more and 8mm, the diameter D2 of the lateral mud discharging holes 6 is within a range of 10mm or more and D2 or more and 5mm, the distance D1 between the centers of adjacent vertical mud discharging holes 3 is within a range of 200mm or more and D1 or more and 100mm, and the distance D2 between the centers of adjacent lateral mud discharging holes 6 is within a range of 200mm or more and D2 or more and 100 mm.
In the practical use process, the diameter D range of the vertical mud discharging hole 3 is 10mm or more and D is more than or equal to 5mm, the diameter D1 range of the long side direction of the lateral mud discharging hole 6 is 14mm or more and D1 is more than or equal to 8mm, the diameter D2 range of the short side direction of the lateral mud discharging hole 6 is 10mm or more and D2 is more than or equal to 5mm, and the sediment can be discharged from the vertical mud discharging hole 3 and the lateral mud discharging hole 6 under the condition that the laminar flow state in the horizontal tubular flow passage is not disturbed by the size setting of the vertical mud discharging hole 3 and the lateral mud discharging hole 6, so that the instant separation of the sediment and water is realized. The distance d1 between the centers of the adjacent vertical mud discharging holes 3 is 200mm or more and d1 or more and 100mm or more, the distance d2 between the centers of the adjacent lateral mud discharging holes 6 is 200mm or more and d2 or more and 100mm or more, the arrangement of the plurality of holes improves the settling efficiency of the horizontal tube bundle settler, and reduces the treatment cost.
Example 7
On the basis of embodiment 1, in this embodiment, it is preferable that the settling separation plates 11 on the same side of the central water diversion plate 10 are arranged in parallel.
In the in-service use process, the same side of central water diversion plate 10 subside the separation plate 11 and be parallel arrangement, conveniently realize under reynolds number and the number condition of the Buddha Nuode of setting for, rivers in the horizontal tube bank are the laminar flow and flow, subside the separation plate 11 and be parallel arrangement moreover and be convenient for processing manufacturing.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention should be covered by the present invention.
Claims (7)
1. A horizontal tube bundle settler, characterized in that it comprises: the device comprises a settler shell (2), wherein one end of the settler shell (2) is provided with a water inlet port (1), and the other end of the settler shell is provided with a water outlet port (4); the settler shell (2) is of a cuboid box-shaped structure, vertical sludge discharge holes (3) are formed in the upper surface and the lower surface of the settler shell respectively, and lateral sludge discharge holes (6) are formed in the front surface and the rear surface of the settler shell respectively; the sedimentation device is characterized in that a central water diversion plate (10) is vertically arranged in the sedimentation device shell (2) along the flowing direction of fluid, sedimentation separation plates (11) are respectively arranged on two sides of the central water diversion plate (10), the sedimentation separation plates (11) and the central water diversion plate (10) divide the sedimentation device shell (2) into a plurality of horizontal tubular runners, and the height of one side, connected with the central water diversion plate (10), of each sedimentation separation plate (11) is greater than that of one side, connected with the sedimentation device shell (2), of each sedimentation separation plate (11).
2. The horizontal tube bundle settler according to claim 1, wherein: the water inlet port (1) is internally provided with a water inlet end jack section (9), and the water inlet end jack section (9) is matched with the outer side of the water outlet port (4).
3. The horizontal tube bundle settler according to claim 1, wherein: intake port (1) outside corresponds be equipped with respectively on the two sides is vertical around settler casing (2) and intake end mud channel isolation boss (8), it corresponds to go out water port (4) outside be equipped with respectively on the two sides is vertical around settler casing (2) and go out water end mud channel isolation boss (5), intake end mud channel isolation boss (8) the thickness with it keeps apart the thickness of boss (5) to go out water end mud channel, intake end mud channel isolation boss (8) with it keeps apart to form side mud channel (7) to go out water end mud channel between boss (5).
4. The horizontal tube bundle settler according to claim 1, wherein: the vertical sludge discharge holes (3) are circular holes, and the lateral sludge discharge holes (6) are round-angle rectangular holes.
5. The horizontal tube bundle settler according to claim 1 or 4, wherein: the lower edge of the rectangular long edge of the round-angle rectangular hole of the lateral sludge discharge hole (6) is tangent to the surface of the sedimentation separation plate (11).
6. The horizontal tube bundle settler according to claim 1 or 4, wherein: the diameter D range of the vertical mud discharging holes (3) is 10mm or more and D is more than or equal to 5mm, the diameter D1 range of the long side direction of the lateral mud discharging holes (6) is 14mm or more and D1 or more and 8mm, the diameter D2 range of the short side direction of the lateral mud discharging holes (6) is 10mm or more and D2 or more and 5mm, the distance D1 range between the centers of adjacent vertical mud discharging holes (3) is 200mm or more and D1 or more and 100mm, and the distance D2 range between the centers of adjacent lateral mud discharging holes (6) is 200mm or more and D2 or more and 100 mm.
7. The horizontal tube bundle settler according to claim 1, wherein: the sedimentation separation plates (11) on the same side of the central water distribution plate (10) are arranged in parallel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120782889.9U CN214861422U (en) | 2021-04-16 | 2021-04-16 | Horizontal tube bundle settler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120782889.9U CN214861422U (en) | 2021-04-16 | 2021-04-16 | Horizontal tube bundle settler |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214861422U true CN214861422U (en) | 2021-11-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120782889.9U Active CN214861422U (en) | 2021-04-16 | 2021-04-16 | Horizontal tube bundle settler |
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|---|---|
| CN (1) | CN214861422U (en) |
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2021
- 2021-04-16 CN CN202120782889.9U patent/CN214861422U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230619 Address after: 710000 Room A305, 3rd Floor, Huigu Entrepreneurship Street, Cross Silk Road, Shenzhou 6th Road and Hangtuo Road, National Civil Aerospace Industry Base, Xi'an City, Shaanxi Province Patentee after: Shaanxi Junyu Environmental Protection Equipment Co.,Ltd. Address before: 710065 room 2803, unit 1, building 1, Xi'an International Trade Center, Xiaozhai East Road, Yanta District, Xi'an City, Shaanxi Province Patentee before: Xi'an Zhongtian energetic material equipment Co.,Ltd. |
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| TR01 | Transfer of patent right |