CN115126306B - Flute hole type overflow partition - Google Patents
Flute hole type overflow partition Download PDFInfo
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- CN115126306B CN115126306B CN202210778892.2A CN202210778892A CN115126306B CN 115126306 B CN115126306 B CN 115126306B CN 202210778892 A CN202210778892 A CN 202210778892A CN 115126306 B CN115126306 B CN 115126306B
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- flute
- overflow
- socket rod
- valve core
- hole
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H4/00—Swimming or splash baths or pools
- E04H4/12—Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H4/00—Swimming or splash baths or pools
- E04H4/12—Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
- E04H4/1209—Treatment of water for swimming pools
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H4/00—Swimming or splash baths or pools
- E04H4/12—Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
- E04H4/1209—Treatment of water for swimming pools
- E04H4/1218—Devices for removal of polluted water; Circumferential gutters
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Water Supply & Treatment (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sliding Valves (AREA)
Abstract
The invention provides a flute-type overflow partition device, which comprises a limit regulator, a socket isolation valve, a flute-type socket rod and an anti-shaking hole plate, wherein the limit regulator comprises a hollow installation seat connected with a rotary handle, a rotation angle scale is arranged on a drainage ditch base below the handle, the socket isolation valve comprises an isolation sleeve and a valve core, a water inlet is arranged on the side wall of the isolation sleeve, the valve core is tightly and rotatably sleeved in the isolation sleeve, the valve core comprises an upper cylinder and a lower cone which are integrally formed, the side wall of the upper cylinder is provided with a notch step which can rotate to be opposite to the water inlet, the beginning part of the notch corresponds to the position of the rotary handle, a sludge discharge hole communicated with the inside of the valve core is arranged at the inner side of the notch step, the upper end of the flute-type socket rod is fixed with the hollow installation seat, the lower end of the socket rod is inserted in the valve core, the inside of the socket rod is communicated with the sludge discharge hole and the surface overflow hole, and the anti-shaking hole plate is fixed on the flute-type socket rod. The water-draining dredging device can realize continuous water draining and dredging of the bottom of the pool by controlling the top of the pool, and can regulate the water draining flow of the bottom of the pool and ensure the stability of the water surface of the pool.
Description
Technical Field
The invention relates to the technical field of pool cleaning and draining, in particular to a flute-hole type overflow partition.
Background
Common pools such as hot spring soaking pools or swimming pools are usually arranged outdoors for people to use, and the pools are basically arranged in the open air, namely, a crown cover is not arranged for shielding, so that dirt such as sediment enters the pool, and normal use of people is seriously influenced. Current pond bottom sludge is usually discharged through a pond bottom drain outlet by flushing the sludge after the pond is emptied. Through practical research, the inventor of the application finds that such a cleaning mode is time-consuming and labor-consuming, normal business can be influenced, and meanwhile, the valve arranged at the water outlet at the bottom of the water tank can only be fully opened or fully closed, the water outlet flow of the water outlet cannot be controlled, and the stability of the water surface of the water tank cannot be guaranteed.
Disclosure of Invention
The invention provides a flute-type overflow partition, which aims at solving the technical problems that after the existing pond bottom sludge is generally emptied, the sludge is discharged and treated through a water outlet at the bottom of the pond by flushing, so that the cleaning mode is time-consuming and labor-consuming, normal business can be influenced, and meanwhile, the valve arranged at the water outlet at the bottom of the pond can only be fully opened or fully closed, the water outlet flow of the water outlet can not be controlled, and the stability of the water surface of the pond can not be guaranteed.
In order to solve the technical problems, the invention adopts the following technical scheme:
the flute hole type overflow partition comprises a limit regulator, a socket isolation valve, a flute hole type socket rod and an anti-shaking hole plate, wherein the limit regulator comprises a hollow installation seat, a rotary handle is fixedly connected to the side edge of the hollow installation seat, a rotation angle scale is arranged on a pool overflow drainage ditch base below the rotary handle, and an installation hole is formed in the bottom of the hollow installation seat; the socket isolation valve comprises an isolation sleeve and a valve core, the isolation sleeve is used for being fixed in a pool overflow drain channel and connected with a bottom comprehensive drain pipe, a water inlet used for being connected with the pool bottom drain pipe is formed in the side wall of the isolation sleeve, the valve core is tightly and rotatably sleeved in the hollow interior of the isolation sleeve, the valve core comprises an upper cylinder and a lower cone which are integrally formed, a notch step which can rotate to be opposite to the water inlet is formed in the side wall of the upper cylinder along the axial direction, the notch beginning position of the notch step corresponds to the position of a rotary handle, and a mud hole communicated with the hollow interior of the valve core is formed in the bottom of the upper cylinder at the inner side of the notch step; the upper end of the flute-type socket rod passes through the mounting hole and is fixedly connected with the hollow mounting seat, the lower end of the flute-type socket rod is fixedly inserted into the hollow interior of the valve core, the hollow interior of the flute-type socket rod is communicated with a mud discharging hole at the bottom of the upper cylinder, a plurality of overflow hole groups are axially arranged on the flute-type socket rod above the joint of the flute-type socket rod and the valve core at intervals, each overflow hole group comprises a plurality of overflow holes formed in the same circumferential surface of the flute-type socket rod, and the overflow holes are communicated with the hollow interior of the flute-type socket rod; the anti-shaking orifice plate is fixedly sleeved on the middle upper part of the flute-type socket rod, and water passing holes are formed in the anti-shaking orifice plate, and the outer peripheral surface of the anti-shaking orifice plate is used for being fixed in a pool overflow drainage channel.
Compared with the prior art, when the flute-type overflow partition is used, the rotary handle is manually held to rotate, the flute-type socket rod fixedly connected with the hollow mounting seat is driven to rotate by the rotary handle, the valve core fixedly connected with the flute-type socket rod is driven to rotate in the hollow of the isolation sleeve, the opening degree corresponding to the notch step on the socket isolation valve can be determined by observing the rotation angle corresponding to the rotation angle scale on the overflow drainage ditch base of the water tank, the opening degree of the water outlet at the bottom of the water tank is regulated to realize controllable water flow regulation of the water outlet at the bottom of the water tank, and the stability of the water surface of the water tank and the overflow water outlet at the top of the water tank and the water drainage at the bottom of the water tank can be ensured; meanwhile, on the basis of realizing the controllable water outlet flow rate regulation of the water outlet at the bottom of the water tank, the water tank can be continuously supplemented with water, discharged with water and dredging and the bottom sludge of the water tank can be cleaned without emptying, namely, the sediment entering the water tank can be taken away by the water flow discharged at the bottom of the water tank, the continuous water and dredging at the bottom of the water tank can be realized, the sediment at the bottom of the water tank is basically not accumulated any more, only part of large stones cannot be washed away, the cleaning time of the water tank is prolonged, the discharged sediment is discharged through the mud discharging holes at the bottom of the upper cylinder and the overflow holes on the flute-type spigot-and-socket joint rod, and no sediment is accumulated and remained at the spigot-and-socket isolation valve after the sediment is washed by the water flow; in addition, dredging drainage flowing out from a water outlet at the bottom of the water tank flows into a water tank overflow drainage channel through a socket isolation valve, overflow water overflowed from an overflow port at the top of the water tank also flows into the water tank overflow drainage channel, and then water in the drainage channel is directly discharged into a bottom comprehensive drainage pipe through a hollow flow port at the upper end of a flute-type socket rod and an overflow hole on the flute-type socket rod; the anti-shaking hole plate fixedly sleeved on the middle upper part of the flute-type socket rod can enhance the stability of the flute-type socket rod to prevent shaking, so that the deviation can be controlled within two degrees when the flute-type socket rod rotates. To this, this flute hole formula overflow cuts off ware at pond top ground manual operation innovatively has realized pond bottom continuous drainage desilting to can adjust and control pond bottom outlet water flow and ensure that the pond surface of water is stable, can also keep the pond normal business in labour saving and time saving, have very important realistic meaning.
Further, the limit adjuster further comprises a spiral lifter, the spiral lifter is fixedly arranged on a ditch base of the overflow drainage ditch of the water pool through a supporting frame, and a spiral rod of the spiral lifter is detachably connected with the surface of the hollow installation seat through a connecting buckle.
Further, the connecting buckle is a flange plate, a screw thread or a bolt.
Further, the flute hole type overflow partition device further comprises a water level regulator, the water level regulator comprises a horizontal water inlet pipe and a vertical water outlet pipe, the horizontal water inlet pipe is communicated with the overflow drainage channel of the water tank, the vertical water outlet pipe is vertically communicated with the horizontal water inlet pipe, an elastic sealing material is fixedly arranged in the upper port of the flute hole type socket rod, and the vertical water outlet pipe is slidably and tightly inserted on the elastic sealing material and is communicated with the hollow interior of the flute hole type socket rod.
Further, a buffer isolation pad is arranged in the hollow installation seat at the outer side of the upper end of the flute-hole type socket rod, and the upper end of the flute-hole type socket rod, the buffer isolation pad and the side wall of the hollow installation seat are fixedly connected through a penetrating locking bolt.
Furthermore, the isolating sleeve and the valve core are both made of wear-resistant elastic materials.
Further, the wear-resistant elastic material is silicon rubber or elastic plastic.
Further, the notch angle of the notch step and the scale measuring range of the rotation angle scale are both 0-120 degrees.
Further, the gradient of the mud hole formed in the bottom of the upper cylinder is 1% -3%.
Further, the distance between the overflow hole groups is 50-100 cm, the number of the overflow holes formed in the same circumferential surface of the flute-shaped socket rod in each overflow hole group is not more than 4, and the aperture of the overflow hole is 10-20 mm.
Drawings
Fig. 1 is a schematic structural diagram of a flute-type overflow shutoff according to an embodiment of the present invention.
Fig. 2 is an enlarged schematic view of the structure at a in fig. 1.
Fig. 3 is a schematic top view of the valve cartridge of fig. 1.
In the figure, 1, a limit regulator; 11. a hollow mounting base; 12. rotating the handle; 13. a screw elevator; 14. a support frame; 15. a screw rod; 16. a connecting buckle; 17. a buffer isolation pad; 18. a locking bolt; 2. a socket isolation valve; 21. a spacer sleeve; 211. a water inlet; 22. a valve core; 221. an upper cylinder; 2211. a notch step; 2212. a mud hole; 222. a lower cone; 3. a flute-type socket rod; 31. an overflow aperture; 4. an anti-shake orifice plate; 41. a water passing hole; 5. the pool overflows the drainage canal; 51. a ditch base; 52. a channel; 6. a comprehensive drain pipe; 7. a drain pipe at the bottom of the pool; 8. a water level regulator; 81. a horizontal water inlet pipe; 82. a vertical water outlet pipe; 83. an elastic sealing material.
Detailed Description
The invention is further described with reference to the following detailed drawings in order to make the technical means, the creation characteristics, the achievement of the purpose and the effect of the implementation of the invention easy to understand.
In the description of the present invention, it should be understood that the terms "longitudinal," "radial," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate orientations or positional relationships that are based on the orientation or positional relationships shown in the drawings, merely to facilitate describing the present invention and simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention. In the description of the present invention, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1 to 3, the present invention provides a flute-type overflow shutoff device, which comprises a limit regulator 1, a socket isolation valve 2, a flute-type socket rod 3 and an anti-shaking orifice plate 4, wherein the limit regulator 1 comprises a hollow installation seat 11, a rotary handle 12 is fixedly connected to the side edge of the hollow installation seat 11, a rotation angle scale (not shown in the figure) is arranged on a ditch base 51 of a pool overflow drain 5 below the rotary handle 12, and an installation hole is formed at the bottom of the hollow installation seat 11; the socket isolation valve 2 comprises an isolation sleeve 21 and a valve core 22, the isolation sleeve 21 is used for being fixed in a channel 52 of a pool overflow drain channel 5 and connected with a bottom comprehensive drain pipe 6 to play a role of sealing water leakage and protecting the valve core 22, a water inlet 211 used for being connected with a pool bottom drain pipe 7 is formed in the side wall of the isolation sleeve 21, the valve core 22 is tightly and rotatably sleeved in the hollow interior of the isolation sleeve 21, the valve core 22 comprises an integrally formed upper cylinder 221 and a lower cone 222, a notch step 2211 which can be rotated to be opposite to the water inlet 211 is formed in the side wall of the upper cylinder 221 along the axial direction, the notch beginning position of the notch step 2211 corresponds to the position of the rotary handle 12, so that the opening degree of the bottom valve core 22 is determined through the rotation angle of the rotary handle 12, the opening degree of the socket isolation valve 2 is controlled in real time, the opening degree of the bottom of the pool is regulated to realize the water outlet flow regulation of the bottom of the pool, meanwhile, the valve core 22 and the isolation sleeve 21 can be tightly pressed tightly through downward force by the rotary handle 12, and the bottom socket isolation valve 2 is tightly sealed, and the notch step 2211 is provided with an upper notch step 221, and the inner side of the notch step 2211 is provided with a hollow drain hole 221 communicated with the inner side of the valve core 22; the upper end of the flute-type spigot-and-socket rod 3 passes through the mounting hole and is fixedly connected with the hollow mounting seat 11, the lower end of the flute-type spigot-and-socket rod 3 is fixedly inserted into the hollow interior of the valve core 22, and the hollow interior of the flute-type spigot-and-socket rod 3 is communicated with the mud discharge hole 2212 at the bottom of the upper cylinder 221 so as to facilitate the downward discharge of sediment discharged from a water tank into the hollow interior of the flute-type spigot-and-socket rod 3 through the mud discharge hole 2212, a plurality of overflow hole groups are axially arranged on the flute-type spigot-and-socket rod 3 above the joint with the valve core 22 at intervals, each overflow hole group comprises a plurality of overflow holes 31 formed on the same circumferential surface of the flute-type spigot-and-socket rod 3, and the plurality of overflow holes 31 are communicated with the hollow interior of the flute-type spigot-and-socket rod 3 so as to facilitate the sediment removal of the water tank; the anti-shaking hole plate 4 is fixedly sleeved on the middle upper part of the flute-type socket rod 3 to realize support, the flute-type socket rod 3 is prevented from shaking in the rotation process, the anti-shaking hole plate 4 is provided with water passing holes 41, and the outer peripheral surface of the anti-shaking hole plate is used for being fixed in a channel 52 of the pool overflow drainage channel 5.
Compared with the prior art, when the flute-type overflow partition is used, the rotary handle is manually held to rotate, the flute-type socket rod fixedly connected with the hollow mounting seat is driven to rotate by the rotary handle, the valve core fixedly connected with the flute-type socket rod is driven to rotate in the hollow of the isolation sleeve, the opening degree corresponding to the notch step on the socket isolation valve can be determined by observing the rotation angle corresponding to the rotation angle scale on the overflow drainage ditch base of the water tank, the opening degree of the water outlet at the bottom of the water tank is regulated to realize controllable water flow regulation of the water outlet at the bottom of the water tank, and the stability of the water surface of the water tank and the overflow water outlet at the top of the water tank and the water drainage at the bottom of the water tank can be ensured; meanwhile, on the basis of realizing the controllable water outlet flow rate regulation of the water outlet at the bottom of the water tank, the water tank can be continuously supplemented with water, discharged with water and dredging and the bottom sludge of the water tank can be cleaned without emptying, namely, the sediment entering the water tank can be taken away by the water flow discharged at the bottom of the water tank, the continuous water and dredging at the bottom of the water tank can be realized, the sediment at the bottom of the water tank is basically not accumulated any more, only part of large stones cannot be washed away, the cleaning time of the water tank is prolonged, the discharged sediment is discharged through the mud discharging holes at the bottom of the upper cylinder and the overflow holes on the flute-type spigot-and-socket joint rod, and no sediment is accumulated and remained at the spigot-and-socket isolation valve after the sediment is washed by the water flow; in addition, dredging drainage flowing out from a water outlet at the bottom of the water tank flows into a water tank overflow drainage channel through a socket isolation valve, overflow water overflowed from an overflow port at the top of the water tank also flows into the water tank overflow drainage channel, and then water in the drainage channel is directly discharged into a bottom comprehensive drainage pipe through a hollow flow port at the upper end of a flute-type socket rod and an overflow hole on the flute-type socket rod; the anti-shaking hole plate fixedly sleeved on the middle upper part of the flute-type socket rod can enhance the stability of the flute-type socket rod to prevent shaking, so that the deviation can be controlled within two degrees when the flute-type socket rod rotates. To this, this flute hole formula overflow cuts off ware at pond top ground manual operation innovatively has realized pond bottom continuous drainage desilting to can adjust and control pond bottom outlet water flow and ensure that the pond surface of water is stable, can also keep the pond normal business in labour saving and time saving, have very important realistic meaning.
As a specific embodiment, please refer to fig. 1 and 2, the limit adjuster 1 further includes a screw lifter 13, the specific structure of the screw lifter 13 is the prior art well known to those skilled in the art, the screw lifter 13 is fixedly disposed on the ditch base 51 of the pool overflow drain 5 through the support frame 14, the screw rod 15 of the screw lifter 13 is detachably connected with the surface of the hollow mounting seat 11 through the connecting buckle 16, thereby driving the screw rod 15 in the screw lifter 13 to move up and down by driving the worm in the screw lifter 13 to rotate by a motor or manually, and further lifting or lowering the flute socket rod 3 and the valve core 22 through the hollow mounting seat 11, so as to facilitate the removal, fixing and maintenance of the overflow shutoff, and control the pool emptying by lifting upwards.
As a specific embodiment, the connecting buckle 16 is a flange, a screw thread or a bolt, so that the connecting buckle 16 is detachably and fixedly connected with the surface of the hollow mounting seat 11 through the existing flange, screw thread or bolt and the like, and when the rotary handle 12 needs to be manually rotated, the connecting buckle 16 can be disconnected from the hollow mounting seat 11 for detachment, thereby facilitating manual and easy rotation of the rotary handle 12, and saving labor and time.
As a specific embodiment, please refer to fig. 1 and 2, the flute overflow shutoff device further includes a water level regulator 8, the water level regulator 8 includes a horizontal water inlet pipe 81 and a vertical water outlet pipe 82, the horizontal water inlet pipe 81 is communicated with the pool overflow drain 5, the vertical water outlet pipe 82 is vertically communicated with the horizontal water inlet pipe 81, an elastic sealing material 83 such as rubber or elastic plastic is fixedly disposed in the upper port of the flute socket rod 3, and the vertical water outlet pipe 82 is slidably and tightly inserted on the elastic sealing material 83 and is communicated with the hollow interior of the flute socket rod 3, thereby when draining from the bottom of the pool, the water level regulator 8 is manually slid up and down, and further the water inlet height of the flute socket rod 3 can be adjusted, thereby adjusting the liquid level of the pool, preferably within a range of 0-20 cm.
As a specific embodiment, please refer to fig. 1 and 2, a buffer spacer 17 made of elastic plastic is disposed in the hollow mounting seat 11 at the outer side of the upper end of the socket rod 3, and the upper end of the socket rod 3, the buffer spacer 17 and the side wall of the hollow mounting seat 11 are fixedly connected by a penetrating locking bolt 18, thereby realizing the fixed connection between the upper end of the socket rod 3 and the hollow mounting seat 11. Of course, those skilled in the art will recognize that other configurations may be implemented based on this embodiment.
As a specific embodiment, the isolating sleeve 21 and the valve core 22 are made of wear-resistant elastic materials, the temperature is resistant to 0-50 ℃, and the wear-resistant elastic materials are preferably made of the existing silicon rubber or elastic plastics, so that the valve is low in price, corrosion and scaling prevention are realized, the phenomenon of blocking the valve and corroding equipment due to scaling after use is avoided, smooth drainage can be stably ensured for a long time, regular disinfection and no bacteria generation are realized, the valve well setting can be reduced by more than 70%, and the valve investment capital can be saved by more than 50%.
As a specific embodiment, referring to fig. 3, the notch angle θ of the notch step 2211 and the scale range of the rotation angle scale are all 0-120 degrees, so that the design can better regulate the water flow of the water outlet at the bottom of the water tank and ensure the stability of the water surface of the water tank.
As a specific embodiment, the gradient of the mud hole 2212 formed at the bottom of the upper cylinder 221 is 1% -3%, so that the gradient design is very convenient for clearing and draining mud at the bottom of the water tank.
As a specific embodiment, the distance between the overflow hole groups is 50-100 cm, the number of the overflow holes formed in the same circumferential surface of the flute-shaped spigot-and-socket rod 3 in each overflow hole group is not more than 4, and the aperture of the overflow holes 31 is 10-20 mm, so that the design is convenient for sediment removal at the bottom of the water tank, sediment accumulation is avoided, and the stable structure is ensured while the sediment removal effect is maintained.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the present invention and not for limiting the same, and although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the present invention, which is intended to be covered by the scope of the claims of the present invention.
Claims (10)
1. The flute hole type overflow partition device is characterized by comprising a limit regulator, a socket isolation valve, a flute hole type socket rod and an anti-shaking hole plate, wherein the limit regulator comprises a hollow installation seat, a rotary handle is fixedly connected to the side edge of the hollow installation seat, a rotation angle scale is arranged on a pool overflow drainage ditch base below the rotary handle, and an installation hole is formed in the bottom of the hollow installation seat; the socket isolation valve comprises an isolation sleeve and a valve core, the isolation sleeve is used for being fixed in a pool overflow drain channel and connected with a bottom comprehensive drain pipe, a water inlet used for being connected with the pool bottom drain pipe is formed in the side wall of the isolation sleeve, the valve core is tightly and rotatably sleeved in the hollow interior of the isolation sleeve, the valve core comprises an upper cylinder and a lower cone which are integrally formed, a notch step which can rotate to be opposite to the water inlet is formed in the side wall of the upper cylinder along the axial direction, the notch beginning position of the notch step corresponds to the position of a rotary handle, and a mud hole communicated with the hollow interior of the valve core is formed in the bottom of the upper cylinder at the inner side of the notch step; the upper end of the flute-type socket rod passes through the mounting hole and is fixedly connected with the hollow mounting seat, the lower end of the flute-type socket rod is fixedly inserted into the hollow interior of the valve core, the hollow interior of the flute-type socket rod is communicated with a mud discharging hole at the bottom of the upper cylinder, a plurality of overflow hole groups are axially arranged on the flute-type socket rod above the joint of the flute-type socket rod and the valve core at intervals, each overflow hole group comprises a plurality of overflow holes formed in the same circumferential surface of the flute-type socket rod, and the overflow holes are communicated with the hollow interior of the flute-type socket rod; the anti-shaking orifice plate is fixedly sleeved on the middle upper part of the flute-type socket rod, and water passing holes are formed in the anti-shaking orifice plate, and the outer peripheral surface of the anti-shaking orifice plate is used for being fixed in a pool overflow drainage channel.
2. The flute overflow shutoff according to claim 1, wherein the limit adjuster further comprises a screw lifter fixedly disposed on the base of the pool overflow drain through a support frame, and a screw rod of the screw lifter is detachably connected with the surface of the hollow mounting seat through a connecting buckle.
3. The flute overflow shutoff of claim 2, wherein the connector is a flange, screw or bolt.
4. The flute overflow shutoff device of claim 1, further comprising a water level regulator comprising a horizontal inlet pipe and a vertical outlet pipe, wherein the horizontal inlet pipe is communicated with the pool overflow drain, the vertical outlet pipe is vertically communicated with the horizontal inlet pipe, an elastic sealing material is fixedly arranged in the upper port of the flute socket rod, and the vertical outlet pipe is slidably and tightly inserted on the elastic sealing material and is communicated with the hollow interior of the flute socket rod.
5. The flute overflow shutoff of claim 1, wherein a buffer spacer is disposed in the hollow mounting seat outside the upper end of the flute socket rod, and the upper end of the flute socket rod, the buffer spacer and the side wall of the hollow mounting seat are fixedly connected by a penetrating locking bolt.
6. The flute overflow shutoff of claim 1 wherein the spacer and the valve core are each formed of a wear resistant elastomeric material.
7. The flute overflow shutoff of claim 6 wherein the wear resistant resilient material is silicone rubber or resilient plastic.
8. The flute overflow shutoff of claim 1 wherein the notched angle of the notched step and the scale range of the angle of rotation scale are both 0-120 degrees.
9. The flute overflow shutoff of claim 1 wherein the bottom of the upper cylinder defines a mud hole slope of 1% to 3%.
10. The flute overflow shutoff according to claim 1, wherein the spacing between the plurality of overflow aperture sets is 50-100 cm, the number of overflow apertures of each overflow aperture set on the same circumferential surface of the flute socket rod is not more than 4, and the aperture of the overflow aperture is 10-20 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210778892.2A CN115126306B (en) | 2022-06-30 | 2022-06-30 | Flute hole type overflow partition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210778892.2A CN115126306B (en) | 2022-06-30 | 2022-06-30 | Flute hole type overflow partition |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115126306A CN115126306A (en) | 2022-09-30 |
| CN115126306B true CN115126306B (en) | 2024-03-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210778892.2A Active CN115126306B (en) | 2022-06-30 | 2022-06-30 | Flute hole type overflow partition |
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| CN (1) | CN115126306B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115012706B (en) * | 2022-06-30 | 2025-06-20 | 重庆华捷地热能开发有限公司 | A system for clearing floating objects on the surface of a pool and sludge at the bottom of the pool |
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| GB589702A (en) * | 1943-11-22 | 1947-06-27 | Otto Saladin | Improvements in or relating to artificial open-topped pools |
| EP2700758A2 (en) * | 2012-08-23 | 2014-02-26 | VIEGA GmbH & Co. KG | Tub handle with integral overflow and out- and overflow fitting with such a tub handle |
| CN202850531U (en) * | 2012-10-12 | 2013-04-03 | 广州普邦园林股份有限公司 | Pool overflow and emptying structure |
| CN107061800A (en) * | 2017-06-02 | 2017-08-18 | 洛阳圣鑫重工科技有限公司 | A kind of aerial drainage overflow integral valve |
| CN215926906U (en) * | 2021-04-03 | 2022-03-01 | 刘海生 | Landscape pool overflow and evacuation integrated device |
| CN115012706A (en) * | 2022-06-30 | 2022-09-06 | 重庆华捷地热能开发有限公司 | Clear system of arranging of pond pool face floater and bottom of pool silt |
| CN217557847U (en) * | 2022-06-30 | 2022-10-11 | 重庆华捷地热能开发有限公司 | A variable flow continuous cleaning system for the pool surface and the pool bottom |
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