CN112473193A - Breed tail dam formula and deposit device - Google Patents
Breed tail dam formula and deposit device Download PDFInfo
- Publication number
- CN112473193A CN112473193A CN202011365145.3A CN202011365145A CN112473193A CN 112473193 A CN112473193 A CN 112473193A CN 202011365145 A CN202011365145 A CN 202011365145A CN 112473193 A CN112473193 A CN 112473193A
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- inner cavity
- conical box
- box
- conical
- sludge
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/0012—Settling tanks making use of filters, e.g. by floating layers of particulate material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/28—Mechanical auxiliary equipment for acceleration of sedimentation, e.g. by vibrators or the like
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/30—Control equipment
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- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Treatment Of Sludge (AREA)
Abstract
The invention discloses a culture tail water dam type sedimentation device, which belongs to the technical field of sewage sedimentation and comprises a box body, wherein one end of an inner cavity of the box body is provided with a first conical box, one side of the first conical box is provided with a second conical box, one side of the second conical box is provided with a sedimentation box, and the bottoms of the inner cavities of the first conical box and the second conical box are fixedly provided with sludge grooves; according to the invention, after entering the inner cavity of the first conical box, impurities are deposited in the inner cavity of the sludge tank at the bottom due to gravity through a water source, water at the top is overflowed into the inner cavity of the second conical box through the through hole at the gate, the impurities are deposited in the inner cavity of the second conical box again, the impurities are deposited in the inner cavity of the sludge tank, relatively clean water at the top is overflowed into the inner cavity of the first conical box at one side through the discharge hole, the first conical box and the second conical box are connected to form dam-type deposition, the impurities are automatically deposited at the bottom, the clean water source at the top automatically flows to the other side for next-step deposition, and the deposition efficiency is improved.
Description
Technical Field
The invention belongs to the technical field of sewage sedimentation, and particularly relates to a culture tail dam type sedimentation device.
Background
The seawater pond culture is the most main culture mode in the seawater culture industry in coastal areas of China at present, and is one of important ways for people to develop the marine water industry by utilizing marine organism resources. The marine culture objects mainly comprise fish, crabs, shrimps and other animals. In the culture process, a large amount of toxic and harmful organic substances such as residual baits, excrement, biological corpses and the like are accumulated in the water body, and a large amount of toxic and harmful inorganic substances such as ammonia nitrogen, hydrogen sulfide, nitrous acid and the like are also accumulated in the water body, so that a water source needs to be treated, and a precipitation process needs to be adopted in the treatment.
The prior art has the following problems: 1. the internal structure of the existing settling tank is simple, and only natural static settling is used, so that the efficiency is low and the settling time is long; 2. the traditional sediment adopts longitudinal one-time sediment, so that the sediment is simple, the sediment effect is poor, the separation of the sediment impurities and the clear water at the top is not thorough, and the impurity content at the bottom of the clear water layer is still higher.
Disclosure of Invention
To solve the problems set forth in the background art described above. The invention provides a culture tail water dam type sedimentation device, wherein sundries are deposited in an inner cavity of a sludge tank at the bottom due to gravity after a water source enters an inner cavity of a first conical tank, water at the top of the water source overflows into an inner cavity of a second conical tank through a through opening at a gate, the sundries are deposited in the inner cavity of the second conical tank again, the sundries are deposited in the inner cavity of the sludge tank, relatively clean water at the top of the water source overflows into the inner cavity of the sedimentation tank at one side through a discharge opening, the first conical tank and the second conical tank are connected to form dam type sedimentation, impurities automatically precipitate at the bottom, the impurities are discharged through a sludge pipe and a sludge pump, and the clean water at the top automatically flows to the other side to be deposited next step, so that the sedimentation efficiency is improved. The setting tank carries out static sediment to the water source at last, and the soft stone of goose makes its impurity deposit see through the fretwork net at last among the gap and fall to the setting tank bottom and keep apart, avoids water source flow power to come its impact, further improves the precipitation effect. The through opening side wall between the first conical box and the second conical box is provided with a sliding groove, the top of an inner cavity of the sliding groove is provided with a gate, the gate is connected with a winding shaft through a steel wire rope, the winding shaft winds up the steel wire rope to lift the gate under the driving action of a motor, the gate is automatically opened, the motor rotates reversely, the gate can be placed and closed, the winding shaft can be automatically closed and opened due to the arrangement of the winding shaft, and the operation room is simple and convenient.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a breed tail dam formula and deposit device, includes the box, No. one toper case is installed to box inner chamber one end, toper case one side is equipped with No. two toper casees, No. two toper case one side is equipped with the precipitation tank, toper case and No. two toper incasement chamber bottoms are all fixed and are equipped with the silt groove, the baffle is installed at toper incasement chamber top, the spout has been seted up to both sides wall between toper case and the No. two toper casees, spout inner chamber top slidable mounting has the gate, the support frame is installed at the top between toper case and the No. two toper casees, the rolling axle is installed on the support frame top, rolling axle surface winding has wire rope, and the wire rope bottom is connected with the gate.
By adopting the technical scheme, a water source to be precipitated enters the inner cavity of the first conical box through the water inlet, the second conical box is connected and penetratingly arranged on one side of the first conical box, the baffle is obliquely arranged at the bottom of the first conical box and is positioned on one side of the gate of the first conical box and the second conical box, the baffle blocks water which just enters the inner cavity of the first conical box to avoid that no precipitated impurities overflow to the inner cavity of the second conical box on one side, so that impurities are precipitated to the inner cavity of the sludge tank on the bottom due to gravity after the water source enters the inner cavity of the first conical box, water on the top overflows to the inner cavity of the second conical box through the through hole on the gate, the impurities are precipitated again in the inner cavity of the second conical box, the impurities are precipitated to the inner cavity of the sludge tank, and cleaner water on the top overflows to the inner cavity of the precipitation tank on one side through the discharge hole, the first conical box and the second conical box are connected to form dam-type precipitation, impurities automatically precipitate at the bottom, then are discharged through a sludge pipe and a sludge pump, and a clean water source at the top automatically flows to the other side for next precipitation, so that the precipitation efficiency is improved; the settling tank is used for performing static settling on the water source, and the soft stones of the gooses enable impurities to settle in gaps and fall to the bottom of the settling tank through the hollow net for isolation, so that the water source is prevented from being impacted by flow force of the water source, and the settling effect is further improved; a through opening side wall between the first conical box and the second conical box is provided with a sliding groove, the top of an inner cavity of the sliding groove is provided with a gate, the gate is connected with a winding shaft through a steel wire rope, the winding shaft winds up the steel wire rope to lift the gate under the driving action of a motor, the gate is automatically opened, the motor rotates reversely, the gate can be placed and closed, the winding shaft is arranged to enable the gate to be automatically closed and opened, and the operation room is convenient to use.
As a preferred technical scheme, the settling tank comprises a hollowed-out net and soft goose stones, the hollowed-out net is installed at the bottom end of an inner cavity of the settling tank, and the soft goose stones are located at the top of the hollowed-out net.
Adopt above-mentioned technical scheme soft stone to make its impurity deposit and see through the fretwork net at last among the gap and fall to the setting tank bottom and keep apart, avoid water source flow power to strike it, further improve the precipitation effect.
As the preferable technical scheme of the invention, the guide plates are arranged on both sides of the top of the inner cavity of the sludge tank.
By adopting the technical scheme, the guide plates enable the sludge to fall to the bottom of the sludge tank along the inclination, and then the guide plates on the two sides are wide at the top and narrow at the bottom, so that the sludge backflow preventing function is realized.
As a preferable technical scheme of the invention, the bottoms of the two groups of sludge tanks are connected through a sludge pipe, and one end of the sludge pipe is provided with a sludge pump.
By adopting the technical scheme, the sludge pump generates adsorption force to discharge the sludge from the sludge pipe.
As the preferable technical scheme of the invention, one end of the winding shaft is provided with a motor.
Adopt above-mentioned technical scheme motor to drive the automatic rotation of rolling axle.
As the preferable technical scheme of the invention, a discharge port is arranged at the top end between the second conical box and the settling tank.
Adopt above-mentioned technical scheme discharge port to make its full automatic overflow of water flow to the setting tank inner chamber.
Compared with the prior art, the invention has the beneficial effects that:
1. in the invention, after a water source enters the inner cavity of the first conical box, sundries are deposited in the inner cavity of the sludge tank at the bottom due to gravity, water at the top overflows into the inner cavity of the second conical box through the through hole at the gate, the sundries are deposited in the inner cavity of the second conical box again, the sundries are deposited in the inner cavity of the sludge tank, relatively clean water at the top overflows into the inner cavity of the precipitation box at one side through the discharge hole, the first conical box and the second conical box are connected to form dam-type precipitation, the impurities automatically deposit at the bottom, and then are discharged through the sludge pipe and the sludge pump, and the clean water at the top automatically flows to the other side for next precipitation, so that the precipitation efficiency is improved.
2. According to the invention, the water source is subjected to static precipitation by the precipitation tank, the impurities of the goose soft stone are precipitated in the gap and fall to the bottom of the precipitation tank through the hollow net for isolation, the water source flow force is prevented from impacting the goose soft stone, and the precipitation effect is further improved.
3. A sliding groove is formed in the side wall of a through opening between a first conical box and a second conical box, a gate is installed at the top of an inner cavity of the sliding groove and connected with a winding shaft through a steel wire rope, the winding shaft winds the steel wire rope under the driving action of a motor to lift the gate up, the gate is opened automatically, the gate can be placed down and closed by reversing the motor, the winding shaft can be automatically closed and opened by setting, and an operation room of the winding shaft is convenient to use.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a winding shaft structure of the present invention;
fig. 3 is a schematic side view of a sludge pipe according to the present invention.
In the figure: 1. a box body; 2. a first conical box; 3. a second conical box; 4. a sludge tank; 5. a settling tank; 6. hollowing out the net; 7. soft stones of geese; 8. a baffle plate; 9. a chute; 10. a gate; 11. a support frame; 12. a winding shaft; 13. a wire rope; 14. a motor; 15. a discharge port; 16. a baffle; 17. a sludge pump; 18. a sludge pipe.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example one
Referring to fig. 1-3, the present invention provides the following technical solutions: the utility model provides a breed tail dam formula and deposit device, the power distribution box comprises a box body 1, 1 inner chamber one end of box installs conical box 2 No. one, conical box 2 one side is equipped with No. two conical box 3, No. two conical box 3 one side is equipped with the precipitation tank 5, conical box 2 and No. two conical box 3 inner chamber bottoms all are fixed and are equipped with silt groove 4, baffle 8 is installed at conical box 2 inner chamber top No. one, spout 9 has been seted up to both sides wall between conical box 2 and No. two conical box 3, spout 9 inner chamber top slidable mounting has gate 10, support frame 11 is installed at the top between conical box 2 and No. two conical box 3, wind-up shaft 12 is installed on support frame 11 top, wind-up shaft 12 surface coiling has wire rope 13, and wire rope 13 bottom is connected with gate 10.
By means of the technical scheme, a water source to be precipitated enters an inner cavity of a first conical box 2 through a water inlet, a second conical box 3 is connected and penetratingly installed on one side of the first conical box 2, a baffle 8 is obliquely installed at the bottom of the first conical box 2, the baffle 8 is positioned on one side of a gate 10 of the first conical box 2 and the second conical box 3, the baffle 8 blocks water which just enters the inner cavity of the first conical box 2 to prevent impurities which are not precipitated from overflowing into the inner cavity of the second conical box 3 on one side, so that the impurities are precipitated into an inner cavity of a sludge tank 4 on the bottom due to gravity after the water source enters the inner cavity of the first conical box 2, the water on the top overflows into the inner cavity of the second conical box 3 through a through opening at the gate 10, the impurities are precipitated again in the inner cavity of the second conical box 3 to precipitate into the inner cavity of the sludge tank 4, and cleaner water on the top overflows into the inner cavity of the precipitation tank 5 on one side through a discharge opening 15, the first conical box 2 and the second conical box 3 are connected to form dam-type precipitation, impurities automatically precipitate at the bottom, then are discharged through the sludge pipe 18 and the sludge pump 17, and a clean water source at the top automatically flows to the other side for next precipitation, so that the precipitation efficiency is improved; the settling tank 5 is used for performing static settling on a water source, the soft goose stones 7 enable impurities to settle in gaps and fall to the bottom of the settling tank 5 through the hollow net 6 for isolation, the water source flow force is prevented from impacting the impurities, and the settling effect is further improved; no. 2 conical box and No. 3 between through mouthful lateral wall be equipped with spout 9, gate 10 is installed at spout 9 inner chamber top, and gate 10 passes through wire rope 13 and is connected with rolling axle 12, and rolling axle 12 rolls up wire rope 13 and promotes gate 10 under the drive effect of motor 14 like this, makes its automation open gate 10, and motor 14 reversal alright transfer gate 10 with gate 10 and close a floodgate, and the setting up of rolling axle 12 makes it can close a floodgate automatically and open a floodgate, makes its folk prescription just between the operation.
Specifically as shown in fig. 1, the settling tank 5 comprises a hollow net 6 and a soft goose stone 7, the hollow net 6 is installed at the bottom end of the inner cavity of the settling tank 5, and the soft goose stone 7 is located at the top of the hollow net 6.
Through adopting above-mentioned technical scheme, soft stone 7 of goose makes its impurity deposit to the gap in the middle of last see through fretwork net 6 and drop 5 bottoms in the setting tank and keep apart, avoids water source flow power to come on its impact, further improves the precipitation effect.
Specifically, as shown in fig. 1, the guide plates 16 are installed on both sides of the top of the inner cavity of the sludge tank 4.
By adopting the technical scheme, the guide plates 16 enable the sludge to fall to the bottom of the sludge groove 4 along the inclination, and then the guide plates 16 on the two sides are wide at the top and narrow at the bottom, so that the sludge backflow preventing effect is achieved.
Specifically, as shown in fig. 1 and 3, the bottoms of the two groups of sludge tanks 4 are connected by a sludge pipe 18, and a sludge pump 17 is installed at one end of the sludge pipe 18.
By adopting the above technical scheme, the sludge pump 17 generates an adsorption force to discharge the sludge from the sludge pipe 18.
Specifically, as shown in fig. 2, a motor 14 is installed at one end of the winding shaft 12.
By adopting the technical scheme, the motor 14 drives the winding shaft 12 to automatically rotate.
Specifically, as shown in fig. 1, a discharge port 15 is formed at the top end between the second conical box 3 and the settling box 5.
By adopting the technical scheme, the water of the discharge port 15 is full and automatically overflows to the inner cavity of the settling tank 5
The working principle is as follows: a water source to be precipitated enters an inner cavity of a first conical box 2 through a water inlet, a second conical box 3 is connected and penetratingly installed on one side of the first conical box 2, a baffle 8 is obliquely installed at the bottom of the first conical box 2, the baffle 8 is positioned on one side of a gate 10 of the first conical box 2 and the second conical box 3, the baffle 8 blocks water which just enters the inner cavity of the first conical box 2 to prevent impurities which are not precipitated from overflowing into the inner cavity of the second conical box 3 on one side, so that impurities are precipitated into an inner cavity of a bottom sludge tank 4 after the water source enters the inner cavity of the first conical box 2 due to gravity, water on the top overflows into the inner cavity of the second conical box 3 through a through hole at the gate 10, the impurities are precipitated again in the inner cavity of the second conical box 3, the impurities are precipitated into an inner cavity of the sludge tank 4, cleaner water on the top overflows into an inner cavity of a precipitation box 5 on one side through a discharge hole 15, the first conical box 2 and the second conical box 3 are connected to form dam-type precipitation, impurities automatically precipitate at the bottom, then are discharged through the sludge pipe 18 and the sludge pump 17, and a clean water source at the top automatically flows to the other side for next precipitation, so that the precipitation efficiency is improved; the settling tank 5 is used for performing static settling on a water source, the soft goose stones 7 enable impurities to settle in gaps and fall to the bottom of the settling tank 5 through the hollow net 6 for isolation, the water source flow force is prevented from impacting the impurities, and the settling effect is further improved; no. 2 conical box and No. 3 between through mouthful lateral wall be equipped with spout 9, gate 10 is installed at spout 9 inner chamber top, and gate 10 passes through wire rope 13 and is connected with rolling axle 12, and rolling axle 12 rolls up wire rope 13 and promotes gate 10 under the drive effect of motor 14 like this, makes its automation open gate 10, and motor 14 reversal alright transfer gate 10 with gate 10 and close a floodgate, and the setting up of rolling axle 12 makes it can close a floodgate automatically and open a floodgate, makes its folk prescription just between the operation.
The using method comprises the following steps: a water source to be precipitated enters an inner cavity of a first conical box 2 through a water inlet, a second conical box 3 is connected and penetratingly installed on one side of the first conical box 2, a baffle 8 is obliquely installed at the bottom of the first conical box 2, the baffle 8 is positioned on one side of a gate 10 of the first conical box 2 and the second conical box 3, the baffle 8 blocks water which just enters the inner cavity of the first conical box 2 to prevent impurities which are not precipitated from overflowing into the inner cavity of the second conical box 3 on one side, so that impurities are precipitated into an inner cavity of a bottom sludge tank 4 after the water source enters the inner cavity of the first conical box 2 due to gravity, water on the top overflows into the inner cavity of the second conical box 3 through a through hole at the gate 10, the impurities are precipitated again in the inner cavity of the second conical box 3, the impurities are precipitated into an inner cavity of the sludge tank 4, cleaner water on the top overflows into an inner cavity of a precipitation box 5 on one side through a discharge hole 15, the settling tank 5 is used for performing static settling on a water source, and the soft goose stones 7 enable impurities to settle in gaps and fall to the bottom of the settling tank 5 through the hollow net 6 for isolation; a sliding groove 9 is formed in the side wall of a through opening between the first conical box 2 and the second conical box 3, a gate 10 is installed at the top of the inner cavity of the sliding groove 9, the gate 10 is connected with a winding shaft 12 through a steel wire rope 13, the winding shaft 12 winds the steel wire rope 13 under the driving action of a motor 14 to lift the gate 10 up, the gate 10 is automatically opened, and the motor 14 rotates reversely to enable the gate 10 to be placed and closed.
The installation method comprises the following steps:
in the first step, the baffle 8 is arranged at the top of the inner cavity of the first conical box 2 through bolts, and the guide plates 16 are arranged at two sides of the top of the inner cavity of the sludge groove 4 through bolts.
Secondly, the support frame 11 is installed on the top surface of the box body 1 between the first conical box 2 and the second conical box 3 through bolts, two ends of the winding shaft 12 are installed on the top of the support frame 11 through bearings, and the bottom end of the steel wire rope 13 is tied to the top surface of the gate 10.
And thirdly, binding the hollow net 6 on the side wall of the bottom end of the inner cavity of the settling tank 5 through bolts.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a breed tail dam formula sediment device, includes box (1), its characterized in that: a first conical box (2) is arranged at one end of the inner cavity of the box body (1), a second conical box (3) is arranged at one side of the first conical box (2), a sedimentation tank (5) is arranged on one side of the second conical tank (3), sludge troughs (4) are fixedly arranged at the bottoms of the inner cavities of the first conical tank (2) and the second conical tank (3), a baffle (8) is arranged at the top of the inner cavity of the first conical box (2), sliding grooves (9) are arranged on the two side walls between the first conical box (2) and the second conical box (3), a gate (10) is slidably arranged at the top of the inner cavity of the sliding chute (9), a support frame (11) is arranged at the top between the first conical box (2) and the second conical box (3), winding shaft (12) are installed on support frame (11) top, wire rope (13) have been convoluteed on winding shaft (12) surface, and wire rope (13) bottom is connected with gate (10).
2. The culture tail dam type sedimentation device according to claim 1, wherein: the settling tank (5) comprises a hollow net (6) and a soft goose stone (7), the hollow net (6) is installed at the bottom end of an inner cavity of the settling tank (5), and the soft goose stone (7) is located at the top of the hollow net (6).
3. The culture tail dam type sedimentation device according to claim 1, wherein: and guide plates (16) are arranged on two sides of the top of the inner cavity of the sludge tank (4).
4. The culture tail dam type sedimentation device according to claim 1, wherein: the bottoms of the two groups of sludge grooves (4) are connected through sludge pipes (18), and one end of each sludge pipe (18) is provided with a sludge pump (17).
5. The culture tail dam type sedimentation device according to claim 1, wherein: and a motor (14) is installed at one end of the winding shaft (12).
6. The culture tail dam type sedimentation device according to claim 1, wherein: a discharge port (15) is arranged at the top end between the second conical box (3) and the settling tank (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011365145.3A CN112473193A (en) | 2020-11-27 | 2020-11-27 | Breed tail dam formula and deposit device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011365145.3A CN112473193A (en) | 2020-11-27 | 2020-11-27 | Breed tail dam formula and deposit device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112473193A true CN112473193A (en) | 2021-03-12 |
Family
ID=74936857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011365145.3A Withdrawn CN112473193A (en) | 2020-11-27 | 2020-11-27 | Breed tail dam formula and deposit device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112473193A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115721971A (en) * | 2023-01-10 | 2023-03-03 | 邢台市茂新化工产品有限公司 | Automatic ester-water separator for butyl acetate production |
-
2020
- 2020-11-27 CN CN202011365145.3A patent/CN112473193A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115721971A (en) * | 2023-01-10 | 2023-03-03 | 邢台市茂新化工产品有限公司 | Automatic ester-water separator for butyl acetate production |
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20210312 |
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| WW01 | Invention patent application withdrawn after publication |