CN112619206A - Do benefit to high-efficient blowdown sedimentation tank of water environmental protection - Google Patents

Do benefit to high-efficient blowdown sedimentation tank of water environmental protection Download PDF

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Publication number
CN112619206A
CN112619206A CN202011329608.0A CN202011329608A CN112619206A CN 112619206 A CN112619206 A CN 112619206A CN 202011329608 A CN202011329608 A CN 202011329608A CN 112619206 A CN112619206 A CN 112619206A
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China
Prior art keywords
sedimentation tank
wall
environmental protection
slide rail
baffle
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CN202011329608.0A
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Chinese (zh)
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陈旭亮
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Individual
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Individual
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Priority to CN202011329608.0A priority Critical patent/CN112619206A/en
Publication of CN112619206A publication Critical patent/CN112619206A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/02Settling tanks with single outlets for the separated liquid
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0006Settling tanks provided with means for cleaning and maintenance
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/003Sedimentation tanks provided with a plurality of compartments separated by a partition wall
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0039Settling tanks provided with contact surfaces, e.g. baffles, particles
    • B01D21/0042Baffles or guide plates
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/245Discharge mechanisms for the sediments
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/245Discharge mechanisms for the sediments
    • B01D21/2472Means for fluidising the sediments, e.g. by jets or mechanical agitators

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Sewage (AREA)

Abstract

The application discloses do benefit to high-efficient blowdown sedimentation tank of water environmental protection belongs to water environmental protection field. The utility model provides a do benefit to high-efficient blowdown sedimentation tank of water environmental protection, includes sedimentation tank, slide rail wall, check fender portion, handle portion and limiting plate, and the escape orifice has been seted up to sedimentation tank right side wall bottom, and the slide rail wall sets firmly between the both sides wall around the sedimentation tank, and slide rail wall lower extreme is located the bottom of the pool upside, and it can realize the differential method of application, separates former holistic sedimentation tank for a plurality of rooms, improves the washing effect of every room, and water and precipitate can't pile up to when making the other room of baffle excrete under the baffle, effectively avoid piling up when the other room precipitate is excreted, when effectively avoiding jointly excreting, rivers impact each other, cause the precipitate to be in the piling up of excreting the layer, when the reservoir passes through the baffle and excretes, can trigger the venturi effect for the excretion speed of reservoir water body.

Description

Do benefit to high-efficient blowdown sedimentation tank of water environmental protection
Technical Field
The application belongs to the water environmental protection field, and more specifically relates to a do benefit to high-efficient blowdown sedimentation tank of water environmental protection.
Background
The sedimentation tank is a structure for removing pollutants in water by applying sedimentation, and is widely used in sewage treatment.
The existing sedimentation tank is used for cleaning bottom sediment, the bottom sediment which is far away from a drain outlet is often cleaned up, the bottom sediment is mainly washed by water flow on the upper side to the drain outlet to be discharged, water close to the drain outlet is discharged through the drain outlet, and the upper layer and the surrounding water supplement original position. Therefore, the water further away from the drainage port has a flow direction which tends to be horizontal, and the washing effect on the sediment at the bottom layer is not great.
After the sediments at the bottom of the sedimentation tank are accumulated for a long time, the pollution of the water body in the sedimentation tank can be caused, and the polluted water body in the sedimentation tank can generate negative influence on the surrounding ecological environment after being discharged.
Content of application
1. Technical problem to be solved
To the problem that exists among the prior art, the aim at of this application provides a do benefit to high-efficient blowdown sedimentation tank of water environmental protection, and it can realize utilizing differential method, separates former holistic sedimentation tank for a plurality of rooms, improves the washing effect of every room, and water and precipitate can't pile up extremely when it can realize making the other room of baffle excrete under the baffle, effectively avoid piling up when the other room precipitate is excreted, when it can realize effectively avoiding jointly excreting, rivers impact each other, arouses the deposit and at the piling up of excretory layer, and it can realize that the reservoir passes through the baffle when excreting, can trigger the venturi effect for the excretion speed of reservoir water.
2. Technical scheme
In order to solve the above problems, the present application adopts the following technical solutions.
The utility model provides a do benefit to high-efficient blowdown sedimentation tank of water environmental protection, includes sedimentation tank, slide rail wall, check fender portion, handle portion and limiting plate.
The bottom end of the right side wall of the sedimentation tank is provided with a drainage outlet.
The slide rail wall is fixedly arranged between the front side wall and the rear side wall of the sedimentation tank, and the lower end of the slide rail wall is positioned on the upper side of the bottom of the sedimentation tank.
The slide rail hole has been seted up to slide rail wall upper end, and the slide rail is downthehole to handle portion cover is located, and handle portion can slide along slide rail hole length direction.
The right end of the blocking part is rotatably connected with the handle part, and the blocking part divides the sedimentation tank into a water storage layer at the upper side and a drainage layer at the lower side.
The limiting plate is fixedly arranged between the front side wall and the rear side wall of the sedimentation tank, and the limiting plate can limit the blocking part to enable the blocking part to be in a horizontal state.
Further, check keep off the portion including baffle and switching portion, switching portion is located the baffle right-hand member, the limited flexible rope of fixedly connected with length between switching portion and the baffle, when the handle portion is pulled up, drives and lifts on the baffle, and flexible rope can guarantee that the baffle can overturn and not interfere with the slide rail wall, and flexible rope length guarantees that the baffle can keep the upset of slope form.
Furthermore, the elastic force of the telescopic rope is smaller than the gravity borne by the partition plate, so that the partition plate is effectively prevented from independently returning and cannot be kept in a turnover state.
Furthermore, the width of the partition plate is equal to the height from the lower end of the slide rail wall to the bottom of the pool, and the drainage layer can be isolated when the partition plate is in a vertical state.
Further, the left side of the upper end of the sliding rail wall is provided with a transfer groove, a communication port is formed between the transfer groove and the sliding rail hole to communicate the transfer groove with the limiting groove, the appearance and the size of the sliding rail hole are consistent with those of the transfer part, and the blocking part can be effectively guaranteed to move only along the sliding rail hole.
Further, handle portion includes the connecting rod, spacing ball and pull rod, spherical being connected between connecting rod one end and the spacing ball, the connecting rod other end is connected with switching portion sphere, the connecting rod is located the intercommunication mouth, spherical being connected between pull rod and the spacing ball, connecting rod and check fender portion do not produce with the slide rail wall and interfere when the pull rod pulling of being convenient for, spacing ball is located the slide rail downthehole, the pull rod is located the slide rail downthehole and the upper end is higher than the slide rail wall, the operator pulling of being convenient for makes baffle lifting and rotation.
Further, the limiting plate upper end highly flushes with slide rail wall lower extreme, and when the limiting plate upper end was arranged in to the baffle left end, the baffle was the horizontality, guarantees that the layer of excreting of downside possess sufficient highly to accomplish and excretes.
Further, the number of the sliding rail walls, the grid blocking parts, the handle parts and the limiting plates is three, the three sliding rail walls are uniformly distributed on the inner wall of the sedimentation tank, the water storage layer on the upper side is divided into three uniform parts, the whole water storage layer is divided into three relatively smaller chambers, large-volume sediments are divided into three small-volume sediments to be excreted, and the excretion efficiency and speed are improved.
Furthermore, the pull rod is a hollow rod, a clamping point is arranged on the right side wall of the pull rod, the right end of the clamping point penetrates through the side wall of the pull rod and is located on the outer side of the pull rod, a spring is fixedly arranged between the left end of the clamping point and the inner wall of the pull rod, when the clamping point is located in the sliding rail hole, the clamping point is compressed into the pull rod, when the clamping point is located outside the sliding rail hole, the clamping point pops out, and the clamping point can be clamped at the upper end of the sliding rail wall to serve.
Furthermore, the number of the clamping points is three, the three clamping points are located at different heights on the side wall of the pull rod, the three clamping points can enable the pull rod to have three different limiting points, and the three limiting points correspond to three different overturning states of the partition plate.
3. Advantageous effects
Compare in prior art, the advantage of this application lies in:
(1) this scheme provides a new technical thought, a plurality of slide rail walls separate into a plurality of rooms with the sedimentation tank perpendicularly, every room below all is equipped with the baffle, the baffle can overturn, when the baffle is the level, the upside reservoir bed normally deposits, the precipitate is piled up in the baffle upper end, after the baffle upset, the reservoir bed rivers are discharged from the downside, and erode the precipitate of baffle upper end, and erode the direction non-parallel each other, it is strong to erode the effect, the differential method of application, separate former holistic sedimentation tank for a plurality of rooms, improve the effect of erodeing of every room, with this washing effect that improves whole sedimentation tank.
(2) This scheme baffle can be three state, and when the baffle was the horizontality, the reservoir normally deposits, piles up the precipitate in the baffle upper end, and when the baffle was the tilt state, reservoir water was discharged from baffle and cell body clearance, and the reservoir water-washed scours the precipitate and discharges side by side, and when the baffle was vertical state, the horizontal distance on layer of discharging was reduced, and water and precipitate can't pile up extremely when making the other room of baffle excrete under the baffle, effectively avoid piling up when the other room precipitate is excreted.
(3) Every room of this scheme can carry out the operation of excreting by the preface, when effectively avoiding excreting jointly, rivers impact each other, can't make the precipitate erode completely to the discharge outlet and discharge, arouses the accumulation of precipitate in the layer of excreting.
(4) This scheme pull rod lateral wall is equipped with the stuck point, and the stuck point can block in slide rail wall upper end, makes baffle upset state keep motionless, saves the time and the energy of artifical pull, makes the baffle can keep the tilt state, and when the baffle kept the tilt state, the baffle was less than the width of the room that slide rail wall and cell body inner wall are constituteed with the space of cell body inner wall, and when the reservoir bed excreted through the baffle, can trigger the venturi effect for the excretion speed of reservoir bed water.
Drawings
Fig. 1 is a schematic perspective cross-sectional structural view of a first embodiment of the present application;
FIG. 2 is a schematic top plan view of a slide rail wall according to a first embodiment of the present application;
fig. 3 is a schematic perspective view of a barrier according to a first embodiment of the present application;
fig. 4 is a schematic perspective view of a handle according to a first embodiment of the present application;
FIG. 5 is a schematic sectional plan view of the first embodiment of the present application;
FIG. 6 is a schematic sectional plan view showing the structure of the first embodiment of the present application at the time of drainage;
FIG. 7 is a schematic sectional plan view of the first embodiment of the present application after drainage;
FIG. 8 is a schematic view of a connection structure of a horizontal partition board according to a first embodiment of the present application;
FIG. 9 is a schematic view of a connection structure of a partition board in a tilted flat state according to a first embodiment of the present application;
FIG. 10 is a schematic view of a connection structure of a partition board according to a first embodiment of the present application in a vertically flat state;
fig. 11 is a schematic plan sectional structure view of a handle portion according to a second embodiment of the present application.
The reference numbers in the figures illustrate:
the sedimentation tank 1, the drain outlet 101, the slide rail wall 2, the adapting groove 201, the slide rail hole 202, the communicating port 203, the block part 3, the partition plate 301, the adapting part 302, the handle part 4, the connecting rod 401, the limiting ball 402, the pull rod 403, the clamping point 404 and the limiting plate 5.
Detailed Description
The technical solution in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application; it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all embodiments, and all other embodiments obtained by those of ordinary skill in the art without any inventive work based on the embodiments in the present application belong to the protection scope of the present application.
In the description of the present application, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present application. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present application, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "sleeved/connected," "connected," and the like are to be construed broadly, e.g., "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
The first embodiment is as follows: referring to fig. 1-10, a high-efficiency sewage sedimentation tank beneficial to water environmental protection includes a sedimentation tank 1, a slide rail wall 2, a block part 3, a handle part 4 and a limit plate 5.
The bottom end of the right side wall of the sedimentation tank 1 is provided with a drainage port 101.
The barrier 3 divides the sedimentation tank 1 into an upper water storage layer and a lower drainage layer.
The blocking part 3 comprises a partition plate 301 and an adapter part 302, the adapter part 302 is positioned at the right end of the partition plate 301, and the right end of the adapter part 302 is rotatably connected with the handle part 4.
The baffle 301 width equals the height of slide rail wall 2 lower extreme to the bottom of the pool, can make when baffle 301 is vertical state to excrete the layer and be cut off, and after baffle 301 was vertical state, the upside reservoir bed at baffle place excreteed and finishes.
Handle portion 4 includes connecting rod 401, spacing ball 402 and pull rod 403, and spherical connection between connecting rod 401 one end and the spacing ball 402, the connecting rod 401 other end and the spherical connection of switching portion 302, connecting rod 401 are located intercommunication mouth 203, and spherical connection between pull rod 403 and the spacing ball 402.
The slide rail wall 2 is fixedly arranged between the front side wall and the rear side wall of the sedimentation tank 1, and the lower end of the slide rail wall 2 is positioned on the upper side of the tank bottom.
The left side of the upper end of the sliding rail wall 2 is provided with a transfer groove 201 and a sliding rail hole 202, and a communication port 203 is formed between the transfer groove 201 and the sliding rail hole 202 to communicate the transfer groove 201 with the limiting groove 202.
The shape and the size of the sliding rail hole 202 are the same as those of the adapter 302, and the adapter 302 is sleeved in the sliding rail hole 202, so that the stopper 3 can only move along the sliding rail hole 202.
The telescopic rope with the limited length is fixedly connected between the switching part 302 and the partition plate 301, so that the connecting rod 401 and the blocking part 3 are effectively prevented from interfering with the sliding rail wall 2 when the pull rod 403 is pulled, the limiting ball 402 is positioned in the sliding rail hole 202, the pull rod 403 is positioned in the sliding rail hole 202, the upper end of the pull rod 403 is higher than the sliding rail wall 2, and an operator can pull the pull rod 403 conveniently to lift and rotate the partition plate 301.
When handle portion 4 was pulled up, driven baffle 301 and lifted up, flexible rope can guarantee that baffle 301 can overturn and do not interfere with slide rail wall 2, and flexible rope length guarantees that baffle 301 can keep the upset of slope form, if flexible rope overlength, makes baffle 301 directly become vertical state after the upset, and can't guarantee that it is the tilt state.
The elastic force of flexible rope is less than the gravity that baffle 301 received, effectively avoids baffle 301 independently return and can't keep the upset state, if flexible rope elasticity is too big, baffle 301 keeps the horizontality again because of the pulling force after the upset, can't effectively excrete.
The limiting plate 5 is fixedly arranged between the front side wall and the rear side wall of the sedimentation tank 1, and the limiting plate 5 can limit the grid blocking part 3 to be in a horizontal state.
The upper end of the limiting plate 5 is flush with the lower end of the slide rail wall 2, when the left end of the partition plate 301 is arranged at the upper end of the limiting plate 5, the partition plate 301 is in a horizontal state, and the drainage layer on the lower side is guaranteed to have enough height to complete drainage.
The sliding rail walls 2, the grid blocking parts 3, the handle parts 4 and the limiting plates 5 are all three in number, the three sliding rail walls 2 are uniformly distributed on the inner wall of the sedimentation tank 1, the water storage layer on the upper side is divided into three uniform parts, the whole water storage layer is divided into three relatively smaller chambers, the three chambers are divided into a first chamber, a second chamber and a third chamber according to the distance from the drainage port 101 to the distance from the drainage port, the first chamber, the second chamber and the third chamber are sequentially drained, the large-volume sediment is divided into three small-volume sediments to be drained, and the drainage efficiency and speed are improved.
The second embodiment is as follows: different from the first embodiment, please refer to fig. 11, which is a high-efficiency sewage sedimentation tank beneficial to water environmental protection, wherein the pull rod 403 is a hollow rod, the right side wall of the pull rod 403 is provided with a clamping point 404, the right end of the clamping point 404 penetrates through the side wall of the pull rod 403 and is located at the outer side of the pull rod 403, a spring is fixedly arranged between the left end of the clamping point 404 and the inner wall of the pull rod 403, when the clamping point 404 is located in the slide rail hole 202, the clamping point 404 is compressed into the pull rod 403, when the clamping point 404 is located outside the slide rail hole 202, the clamping point 404 is popped up, and the clamping point 404 can be clamped at the upper end of the.
The number of the three fastening points 404 is three, the three fastening points 404 are located at different heights on the side wall of the pull rod 403, the three fastening points 404 can enable the pull rod 403 to have three different limiting points, and the three limiting points correspond to three different turning states of the partition board 301.
When the baffle is the horizontality, the reservoir normal sediment, pile up the precipitate in the baffle upper end, when the baffle is the tilt state, reservoir water is discharged from baffle and cell body clearance, and reservoir water flush is washed the precipitate and is discharged, and when the baffle is vertical state, the horizontal distance on drainage layer is reduced, and water and precipitate can't pile up extremely when making the other room of baffle excrete under the baffle, effectively avoid piling up when the other room precipitate of baffle is excreted.
The working principle is as follows: sedimentation tank 1 is kept apart into upper and lower both sides by check fender portion 3, and the upside is the reservoir stratum, and the downside is for excreteing the layer, and the reservoir stratum can normally deposit, and the precipitate is piled up in baffle 301 upper end, opens baffle 301, and the water on reservoir stratum can wash the precipitate entering drainage layer on the baffle 301, through the sedimentation tank 1 of discharging of escape orifice 101.
The three slide rail walls 2 divide the water storage layer into three chambers, the three chambers are divided into a first chamber, a second chamber and a third chamber from far to near according to the distance from the drain port 101, a partition plate 301 is arranged at the bottom side of each chamber, the partition plate 301 is rotatably connected with the handle part 4, the handle part 4 is positioned in the slide rail hole 202 of the slide rail wall 2, and the handle part 4 can move up and down.
When the handle part 4 moves upwards, the partition board 301 is pulled to rise, the partition board 301 has a downward movement trend due to the gravity, the telescopic rope between the partition board 301 and the switching part 302 is pulled open immediately, the partition board 301 overturns around the switching part 302, the gap between the partition board 301 and the inner wall of the sedimentation tank 1 is opened, water in a water storage layer can flow out from the gap, sediment attached to the upper end of the partition board 301 is washed away when the water flows out, and the water with the sediment is discharged through the drainage port 101 through the drainage layer.
When baffle 301 is the slope form and excretes, because the interval distance of baffle 301 and 1 inner wall of sedimentation tank is far less than the width of room, when the water of reservoir stratum enters the clearance, produces the venturi effect for the excreted speed of water, it is also bigger to the deposit scouring force on baffle 301.
The first chamber, the second chamber and the third chamber can be used for sequentially discharging, large-volume precipitates can be discharged in multiple batches, and small-volume precipitates can be discharged, so that the discharging efficiency of the precipitates is improved, and the precipitates can be effectively prevented from being accumulated.
When the first indoor drainage finishes, handle portion 4 moves down, and baffle 301 continues to overturn to vertical state, and baffle 301 cuts off the layer of excreting, effectively avoids the second room when excreting, and the precipitate is washed away the layer of excreting to first room downside, makes the precipitate cause to pile up unable effective excretion.
The side wall of the pull rod 403 is provided with three clamping points 404 with different heights, the clamping points 404 are telescopic, and the three clamping points 404 can be clamped at the upper end of the slide rail wall 2, so that the partition board 301 is kept in a stationary turnover state, and time and energy for manual pulling are saved.
The application provides a new technical thought, a plurality of slide rail walls 2 separate into a plurality of rooms with 1 vertical segregation of sedimentation tank, every room below all is equipped with baffle 301, baffle 301 can overturn, when baffle 301 is the level, upside reservoir bed normal sedimentation, the precipitate is piled up in baffle 301 upper end, baffle 301 upset back, the reservoir bed rivers are discharged from the downside, and wash away the precipitate of baffle 301 upper end, and it is not parallel to each other to wash away the direction, it is strong to wash away the effect, the differential method of application, separate former holistic sedimentation tank 1 for a plurality of rooms, improve the effect of washing away of every room, with this washing away effect that improves whole sedimentation tank 1.
Baffle 301 can be three state, and when baffle 301 was the horizontality, the reservoir normally deposits, piles up the precipitate in baffle 301 upper end, and when baffle 301 was the tilt state, reservoir water was discharged from baffle 301 and cell body clearance, and the reservoir water-washed scour precipitate was excreted, and when baffle 301 was vertical state, the horizontal distance on the layer of discharging was reduced, water and precipitate can't pile up extremely when making the other room of baffle 301 excrete under the baffle 301, effectively avoid piling up when the other room precipitate was excreted.
Every room can carry out the operation of excreting in proper order, when effectively avoiding excreting jointly, rivers impact each other, can't make the precipitate wash away to the discharge opening 101 completely and discharge, arouses the accumulation of precipitate in the layer of excreting.
The pull rod 403 lateral wall is equipped with stuck point 404, stuck point 404 can block in 2 upper ends of slide rail wall, make baffle 301 upset state keep motionless, save the time and the energy of artifical pull, make baffle 301 can keep the tilt state, when baffle 301 keeps the tilt state, the space of baffle 301 and cell body inner wall is less than the width of the room that slide rail wall 2 and cell body inner wall are constituteed, when the reservoir stratum excretes through baffle 3201, can trigger the venturi effect, accelerate the drainage rate of reservoir stratum water.
The foregoing is only a preferred embodiment of the present application; the scope of protection of the present application is not limited thereto. Any person skilled in the art should be able to cover all equivalent or changes within the technical scope of the present disclosure, which is equivalent to the technical solution and the improvement concept of the present disclosure, and the protection scope of the present disclosure.

Claims (10)

1. The utility model provides a do benefit to high-efficient blowdown sedimentation tank of water environmental protection which characterized in that: comprises a sedimentation tank (1), a slide rail wall (2), a grid baffle part (3), a handle part (4) and a limiting plate (5);
a drain outlet (101) is formed at the bottom end of the right side wall of the sedimentation tank (1);
the slide rail wall (2) is fixedly arranged between the front side wall and the rear side wall of the sedimentation tank (1), and the lower end of the slide rail wall (2) is positioned on the upper side of the bottom of the tank;
the upper end of the sliding rail wall (2) is provided with a sliding rail hole (202), the handle part (4) is sleeved in the sliding rail hole (202), and the handle part (4) can slide along the length direction of the sliding rail hole (202);
the right end of the blocking part (3) is rotationally connected with the handle part (4), and the sedimentation tank (1) is divided into a water storage layer at the upper side and a drainage layer at the lower side by the blocking part (3);
the limiting plate (5) is fixedly arranged between the front side wall and the rear side wall of the sedimentation tank (1), and the limiting plate (5) can limit the grid blocking part (3) and enable the limiting plate (5) to be in a horizontal state.
2. The efficient sewage sedimentation tank beneficial to water environmental protection as claimed in claim 1, wherein: the check stop part (3) comprises a partition plate (301) and a switching part (302), the switching part (302) is positioned at the right end of the partition plate (301), and a telescopic rope with limited length is fixedly connected between the switching part (302) and the partition plate (301).
3. The efficient sewage sedimentation tank beneficial to water environmental protection as claimed in claim 2, wherein: the elastic force of the telescopic rope is smaller than the gravity borne by the partition plate (301).
4. The efficient sewage sedimentation tank beneficial to water environmental protection as claimed in claim 2, wherein: the width of the clapboard (301) is equal to the height from the lower end of the slide rail wall (2) to the bottom of the pool.
5. The efficient sewage sedimentation tank beneficial to water environmental protection as claimed in claim 1, wherein: a transfer groove (201) is formed in the left side of the upper end of the sliding rail wall (2), and a communication port (203) is formed between the transfer groove (201) and the sliding rail hole (202) to communicate the transfer groove (201) with the limiting groove (202).
6. The efficient pollution discharge settling pond beneficial to water environmental protection according to any one of claims 1, 2 and 5, wherein: handle portion (4) are including connecting rod (401), spacing ball (402) and pull rod (403), spherical connection between connecting rod (401) one end and spacing ball (402), connecting rod (401) other end and switching portion (302) spherical connection, connecting rod (401) are located intercommunication mouth (203), spherical connection between pull rod (403) and spacing ball (402), spacing ball (402) are located slide rail hole (202), pull rod (403) are located slide rail hole (202) and the upper end is higher than slide rail wall (2).
7. The efficient sewage sedimentation tank beneficial to water environmental protection as claimed in claim 1, wherein: the upper end of the limit plate (5) is flush with the lower end of the slide rail wall (2).
8. The efficient sewage sedimentation tank beneficial to water environmental protection as claimed in claim 1, wherein: the number of the sliding rail walls (2), the grid blocking parts (3), the handle parts (4) and the limiting plates (5) is three, and the three sliding rail walls (2) are uniformly distributed on the inner wall of the sedimentation tank (1) to separate the water storage layer on the upper side into three uniform parts.
9. The efficient sewage sedimentation tank beneficial to water environmental protection as claimed in claim 6, wherein: the pull rod (403) is a hollow rod, a clamping point (404) is arranged on the right side wall of the pull rod (403), the right end of the clamping point (404) penetrates through the side wall of the pull rod (403) and is located on the outer side of the pull rod (403), and a spring is fixedly arranged between the left end of the clamping point (404) and the inner wall of the pull rod (403).
10. The efficient sewage sedimentation tank beneficial to water environmental protection as claimed in claim 9, wherein: the number of the clamping points (404) is three, and the three clamping points (404) are located at different heights on the side wall of the pull rod (403).
CN202011329608.0A 2020-11-24 2020-11-24 Do benefit to high-efficient blowdown sedimentation tank of water environmental protection Withdrawn CN112619206A (en)

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Application Number Priority Date Filing Date Title
CN202011329608.0A CN112619206A (en) 2020-11-24 2020-11-24 Do benefit to high-efficient blowdown sedimentation tank of water environmental protection

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Application Number Priority Date Filing Date Title
CN202011329608.0A CN112619206A (en) 2020-11-24 2020-11-24 Do benefit to high-efficient blowdown sedimentation tank of water environmental protection

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CN112619206A true CN112619206A (en) 2021-04-09

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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CN116764354A (en) * 2023-06-26 2023-09-19 河北京东管业有限公司 Water bath dust removal processing system
CN116764354B (en) * 2023-06-26 2024-01-30 河北京东管业有限公司 Water bath dust removal processing system

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Application publication date: 20210409