CN212248549U - Overflow assembly for isolating air - Google Patents

Overflow assembly for isolating air Download PDF

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Publication number
CN212248549U
CN212248549U CN202021066050.7U CN202021066050U CN212248549U CN 212248549 U CN212248549 U CN 212248549U CN 202021066050 U CN202021066050 U CN 202021066050U CN 212248549 U CN212248549 U CN 212248549U
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drainage
water
overflow
channel
flotation pontoon
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CN202021066050.7U
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陈雪瑜
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Guli Xiamen Technology Co Ltd
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Guli Xiamen Technology Co Ltd
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Abstract

The utility model discloses an overflow subassembly of isolation air, including overflow base and flotation pontoon, the overflow base includes drainage portion and the portion of intaking. The inside of water drainage portion is provided with the drainage channel who link up from top to bottom, and the inside of water inlet portion is provided with the inhalant canal that link up from top to bottom, and inhalant canal and drainage channel are linked together. The float bowl is arranged in the water inlet channel and can move up and down, the bottom of the float bowl is open, the top of the float bowl is closed, and the bottom of the float bowl is in sealing fit with the top of the drainage channel. The top of the water inlet channel is provided with a limiting structure used for limiting the floating stroke of the buoy. Under normal conditions, the top of the drainage channel is sealed by the buoy under the action of gravity, the drainage outlet of the drainage valve is isolated from being communicated with outside air, the outside air cannot enter the drainage outlet, the drainage outlet is almost in a full pipe water state, and the drainage speed is greatly improved through a siphon effect; when the water level overflows the floating cylinder by a certain height, the floating cylinder floats upwards and opens the drainage channel to realize overflow.

Description

Overflow assembly for isolating air
Technical Field
The utility model relates to a bathroom field, in particular to overflow subassembly of isolation air.
Background
In the prior art, an overflow pipe on the side edge of a drainage valve of a closestool is communicated with a drainage outlet at the bottom of the drainage valve. Under the normal stagnant water state, the outside air passes through overflow pipe and drain valve base outlet intercommunication. When the overflow phenomenon occurs, water flows from the overflow pipe to the water discharge valve base water discharge port and enters the toilet bowl pipeline. When the drain valve is opened, water flows out through the drain outlet of the drain valve base, and when the drain valve is normally used, the drain outlet of the drain valve base is communicated with outside air through the overflow pipe channel, negative pressure can be generated in the drain channel during draining, and air can be mixed into the drain outlet of the drain valve base together under the action of outside atmospheric pressure, so that the drain channel is not in a pipe full water state, and the drainage speed is reduced.
Disclosure of Invention
To the above problem, an object of the utility model is to provide an overflow subassembly of isolation air, thereby this overflow subassembly can completely cut off outside air entering drain valve outlet accelerate the drainage rate of drain valve.
In order to realize the purpose, the utility model discloses a technical scheme as follows:
the utility model provides an overflow assembly of keep apart air, includes overflow base and flotation pontoon, the overflow base include the drainage portion and set firmly the portion of intaking at the drainage portion top. The inside of drainage portion is provided with the drainage channel who link up from top to bottom, the inside of water inlet portion is provided with the inhalant canal that link up from top to bottom, inhalant canal and drainage channel are linked together. The flotation pontoon is established but activity from top to bottom in the inhalant canal, flotation pontoon bottom opening and top seal, flotation pontoon bottom and the sealed cooperation in drainage channel top. The inhalant canal top is equipped with and is used for right the limit structure that the come-up stroke of flotation pontoon carries out the restriction.
Further, in order to realize better sealing effect, an annular groove is formed in the top of the water discharging part, an annular sealing rubber gasket is installed in the annular groove, and the bottom of the floating barrel is in sealing fit with the annular sealing rubber gasket.
Furthermore, limit structure include along the circumference of the top of inhalant canal internal surface evenly lays a plurality of spacing boss.
The outer wall surface of the buoy is provided with a plurality of yielding grooves matched with the limiting bosses in shape at the positions corresponding to the limiting bosses, and the yielding grooves penetrate through the buoy from top to bottom.
In one embodiment, in order to prevent the bottom end surface of the float from separating from the circular size range of the annular sealing rubber gasket when the float moves up and down along the water inlet channel, the sealing failure is caused, and air cannot be isolated. The difference of flotation pontoon external diameter and inhalant canal internal diameter is less than the difference of flotation pontoon groove inscribe circle diameter of stepping down and ring channel internal diameter.
In another embodiment, a guide structure for guiding the buoy when the buoy moves up and down is fixedly arranged in the water inlet channel, the guide structure comprises guide ribs uniformly distributed along the circumferential direction of the inner side and/or the outer side of the buoy, and the bottom of each guide rib is fixed to the top of the drainage part.
Preferably, in order to prevent the buoy from deviating in the whole floating travel range, the height value of the guide rib is larger than the height difference value between the water inlet channel and the buoy.
Furthermore, a guide pipe for communicating the water replenishing pipe with the drainage channel is fixedly arranged on the side wall of the drainage part.
The drainage pipe is arranged in the drainage channel, the drainage pipe is bent upwards to form a water storage branch pipe, a water replenishing elbow joint is detachably mounted at the top of the water storage branch pipe, and a water outlet of the water replenishing elbow joint is arranged in a downward inclined mode. When the overflow assembly supplies water, a water storage bay is formed among the water supply elbow joint, the water storage branch pipe, the flow guide pipe and the water supply pipe, and external air can be isolated from the stored water in the water storage bay and enters the overflow port.
Preferably, the upper end of the buoy is an arc top with a slope. The purpose of setting the arc top is as follows: the overflow area is increased, and the flow guide function is also realized, so that the discharge speed is accelerated.
The utility model discloses following beneficial effect has:
1. under the normal condition, the flotation pontoon has kept apart the drain valve outlet and has communicated with each other with the outside air because of the sealed cooperation in action of gravity and drainage portion top, and the outside air can't enter into in the drain, and the outlet is in full pipe water state almost, makes drainage speed improve by a wide margin through siphon effect. When the water level overflows the floating cylinder by a certain height, the floating cylinder floats upwards and opens the drainage channel to realize overflow.
2. Through set up honeycomb duct, water storage branch pipe and detachable moisturizing elbow joint at the drain part side, during the overflow subassembly moisturizing, constitute a trap between moisturizing elbow joint, water storage branch pipe, honeycomb duct and the moisturizing pipe, the retaining in the trap can keep apart in the outside air gets into the overflow mouth to avoid in running into the drain valve drain because of the air, cause the drainage speed to reduce. The delivery port downward sloping setting of moisturizing elbow joint can avoid the moisturizing rivers to break away the flotation pontoon when too big to cause sealed inefficacy, simultaneously, the existence of moisturizing elbow joint can let the water effect of depositing of trapped water bay better. The water replenishing elbow joint can have different inner diameter specifications, can realize different water replenishing rates, and can be selected and matched with the water replenishing elbow joint with the proper inner diameter according to the water replenishing quantity of the toilet.
3. Through set up spacing boss on the portion of intaking internal face and set up the groove of stepping down on the flotation pontoon outer wall face, the flotation pontoon is through the groove of stepping down and install the certain angle of back rotation in to inhalant canal, and when the flotation pontoon come-up, spacing boss can carry on spacingly to the flotation pontoon, prevents that the product from in transportation or assembling process, and the flotation pontoon from coming off from inhalant canal.
4. Through the inboard and/or the outside at the flotation pontoon set up the direction rib, or when avoiding the flotation pontoon along the water inlet channel inner wall up-and-down motion through the cooperation size of restriction flotation pontoon and overflow base, flotation pontoon bottom end face breaks away from sealed cushion ring size scope, causes sealed inefficacy and can't keep apart the air.
5. The utility model discloses an overflow assembly both can install in the overflow pipe of drain valve, realizes the function of isolated air and overflow, also can install alone in the water tank bottom, realizes overflow and moisturizing function.
Drawings
Fig. 1 is a schematic perspective view of an overflow assembly according to a first embodiment.
Fig. 2 is an exploded view of the part of fig. 1.
Fig. 3 is a schematic view of an internal structure of the overflow assembly according to the first embodiment.
Fig. 4 is a schematic perspective view of an overflow base according to a first embodiment.
Fig. 5 is a schematic diagram of the overflow assembly according to the first embodiment, wherein fig. 5a is a schematic diagram of the float being closed, and fig. 5b is a schematic diagram of the float being opened.
Fig. 6 is a schematic view showing a first usage state of the overflow assembly of the first embodiment when the overflow assembly is mounted on an overflow pipe of a drain valve.
Fig. 7 is a schematic view showing a second usage state of the overflow assembly of the first embodiment when the overflow assembly is mounted on an overflow pipe of a drain valve.
Fig. 8 is a schematic view showing a first usage state of the overflow assembly of the first embodiment when the overflow assembly is separately installed at the bottom of the water tank.
Fig. 9 is a schematic view of a second use state of the overflow assembly of the first embodiment when the overflow assembly is separately installed at the bottom of the water tank.
Fig. 10 is a schematic perspective view of an overflow assembly according to a second embodiment.
Fig. 11 is an exploded view of the part of fig. 10.
Fig. 12 is a schematic view of the internal structure of the overflow assembly according to the second embodiment.
Fig. 13 is an operation schematic diagram of the overflow assembly according to the second embodiment, in which fig. 13a is a schematic diagram when the float is closed, fig. 13b is a schematic diagram when water is replenished, and fig. 13c is a schematic diagram when the water overflows.
Fig. 14 is a schematic view showing a first usage state of the overflow assembly of the second embodiment when the overflow assembly is mounted on an overflow pipe of a drain valve.
Fig. 15 is a schematic view showing a second use state of the overflow assembly of the second embodiment when the overflow assembly is mounted on an overflow pipe of a drain valve.
Fig. 16 is a third schematic view showing a state of use in which the overflow assembly of the second embodiment is mounted on an overflow pipe of a drain valve.
Fig. 17 is a schematic view showing a first usage state of the overflow assembly of the second embodiment when the overflow assembly is separately installed at the bottom of the water tank.
Fig. 18 is a schematic view of the second embodiment of the overflow assembly in a use state when the overflow assembly is separately installed at the bottom of the water tank.
Fig. 19 is a schematic view showing a third state of use of the overflow assembly of the second embodiment when the overflow assembly is separately installed at the bottom of the water tank.
Fig. 20 is a schematic view of the internal structure of the overflow assembly of the third embodiment.
Fig. 21 is a schematic perspective view of an overflow base of an overflow assembly according to a third embodiment.
Fig. 22 is a schematic view of the internal structure of an overflow base of an overflow assembly according to a third embodiment.
Fig. 23 is a top view of a float of the overflow assembly of the third embodiment.
Fig. 24 is a schematic internal structural view of an overflow assembly according to a fourth embodiment.
Fig. 25 is a schematic perspective view of an overflow base of an overflow assembly according to a fourth embodiment.
Fig. 26 is a schematic view of the internal structure of an overflow base of an overflow assembly according to a fourth embodiment.
Fig. 27 is a top view of a float of the overflow assembly of the fourth embodiment.
Description of the main component symbols: 1. an overflow base; 101. a guide rib; 102. a limiting boss; 103. a flow guide pipe; 104. a water storage branch pipe; 105. a water replenishing elbow joint; 11. a water discharge section; 110. a drainage channel; 111. an annular groove; 12. a water inlet part; 120. a water inlet channel; 2. a float bowl; 20. a circular arc top; 201. a yielding groove; 3. an annular sealing rubber gasket; 4. a water inlet valve; 40. a water replenishing pipe; 5. a drain valve; 50. an overflow pipe; 6. a water tank; d1: the outer diameter of the buoy; d2: the inner diameter of the water inlet channel; d3: the diameter of an inscribed circle of the float bowl abdicating groove; d4: the inner diameter of the annular groove.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and the following detailed description.
Example one
As shown in fig. 1-4, an overflow assembly for isolating air comprises an overflow base 1 and a buoy 2, wherein the overflow base 1 comprises a drainage part 11 and a water inlet part 12 fixedly arranged at the top of the drainage part 11. The inside of the drainage part 11 is provided with a drainage channel 110 which is communicated up and down, the inside of the water inlet part 12 is provided with a water inlet channel 120 which is communicated up and down, and the water inlet channel 120 is communicated with the drainage channel 110. Preferably, the cross-sections of the inlet channel 120 and the drainage channel 110 are both circular, the axes of the inlet channel 120 and the drainage channel 110 are located on the same vertical line, and the aperture of the inlet channel 120 is larger than that of the drainage channel 110.
The float bowl 2 is arranged in the water inlet channel 120 and can move up and down, the bottom of the float bowl 2 is open, the top of the float bowl 2 is closed, the bottom of the float bowl 2 is in sealing fit with the top of the drainage channel 110, and the upper end of the float bowl 2 is provided with an arc top 20 with inclination. Preferably, the top of the drainage portion 11 is provided with an annular groove 111, an annular sealing rubber pad 3 is installed in the annular groove 111, and the bottom of the float 2 is in sealing fit with the annular sealing rubber pad 3.
The water inlet channel 120 is internally and fixedly provided with a guide structure for guiding the buoy 2 when moving up and down, the guide structure comprises guide ribs 101 uniformly distributed along the inner side circumference of the buoy 2, and the bottom of the guide ribs 101 is fixed at the top of the drainage part 11. Preferably, the height of the guide ribs 101 is greater than the difference between the heights of the water inlet channel 11 and the pontoon 2.
The top of the water inlet channel 120 is provided with a limit structure for limiting the floating stroke of the buoy 2. The limiting structure comprises a plurality of limiting bosses 102 uniformly distributed along the circumferential direction of the top of the inner wall surface of the water inlet channel 120. The outer wall surface of the buoy 2 is provided with a plurality of yielding grooves 201 matched with the limiting bosses 102 in shape at positions corresponding to the limiting bosses 102, and the yielding grooves 201 penetrate through the buoy 2 from top to bottom.
A guide pipe 103 for communicating the water supply pipe 40 and the drainage passage 110 is fixedly provided on the side wall of the drainage part 11. The flow guide pipe 103 is bent upward inside the drainage passage 110 to form a water storage branch pipe 104, a water replenishing elbow joint 105 is detachably mounted at the top of the water storage branch pipe 104, and a water outlet of the water replenishing elbow joint 105 is arranged in a downward inclined manner. When the overflow assembly is used for replenishing water, a water storage bay is formed among the water replenishing elbow joint 105, the water storage branch pipe 104, the guide pipe 103 and the water replenishing pipe 40, and the stored water in the water storage bay can isolate external air from entering the overflow port.
Under normal conditions, because of the action of gravity of the buoy 2, the bottom of the buoy 2 and the top of the annular sealing rubber pad 3 are in a sealing state, and the drainage outlet of the drainage valve is isolated from being communicated with the outside air. At the same time, the buoy 2 is in a closed state due to the gravity of the buoy 2, as shown in fig. 5 a. When the water level rises and overflows the floating cylinder 2 by a certain height, the floating cylinder 2 begins to float upwards, the floating cylinder 2 is separated from the sealing surface of the annular sealing rubber pad 3, and water flows into the overflow port to realize overflow, as shown in fig. 5 b.
Fig. 6 and 7 are schematic views showing a use state of the overflow assembly of the present embodiment when the overflow assembly is mounted on the overflow pipe 50 of the drain valve 5. In the initial state, the buoy 2 is in a closed state due to the action of gravity. When the water inlet valve 4 works, two streams of water are injected into the water tank 6, and the other stream of water is injected into the overflow pipe 50 through the water replenishing pipe 40 and enters a closestool pipeline through a water outlet of the valve base to realize the water replenishing function. When the water inlet valve 4 does not stop water and continuously enters water, the water tank 6 overflows, when the water level of the water tank 6 rises and overflows the floating barrel 2 for a certain height, the floating barrel 2 starts to float upwards, water flows into the overflow pipe 50 from an overflow port, and the water flows to a toilet pipeline through a water outlet of the valve base to realize overflow.
Fig. 8 and 9 are schematic views showing the use state of the overflow assembly of the present embodiment when the overflow assembly is separately installed at the bottom of the water tank 6. The side wall of the water outlet of the base of the drain valve is not provided with an overflow channel. In the initial state, the buoy 2 is in a closed state due to gravity. When the water inlet valve 4 works, two streams of water are injected into the water tank 6, and the other stream of water is injected into the overflow pipe 50 through the water replenishing pipe 40 and enters a closestool pipeline through a water outlet of the valve base to realize the water replenishing function. When the water inlet valve 4 does not stop water and continuously enters water, the water tank 6 overflows, when the water level of the water tank 6 rises and overflows the floating barrel 2 for a certain height, the floating barrel 2 starts to float upwards, water flows into the overflow pipe 50 from an overflow port, and the water flows to a toilet pipeline through the overflow pipe 50 to realize overflow.
Example two
As shown in fig. 10-12, the present embodiment differs from the first embodiment only in that: the flow guide pipe 103 is not provided on the side of the drain part 11, and the water storage branch pipe 104 and the water replenishing elbow joint 105 are not provided inside the drain passage 110. The rest of the structure of the present embodiment is the same as that of the first embodiment.
Under normal conditions, because of the action of gravity of the buoy 2, the bottom of the buoy 2 and the top of the annular sealing rubber pad 3 are in a sealing state, and the drainage outlet of the drainage valve is isolated from being communicated with the outside air. At the same time, the pontoon 2 is in a closed state due to the gravity of the pontoon 2, as shown in fig. 13 a. When the water level rises and overflows the floating pontoon 2 for a certain height, the floating pontoon 2 begins to float upwards, the floating pontoon 2 is separated from the sealing surface of the annular sealing rubber pad 3, and water flows into the overflow port to realize overflow, as shown in fig. 13 b.
In the initial state, the buoy 2 is in a closed state due to the action of gravity. When the water inlet valve 4 is operated, two streams of water are injected into the water tank 6, and the other stream of water is injected into the overflow pipe 50 from the top of the water inlet channel 120 through the water replenishing pipe 40. When the water level rises and overflows the floating barrel 2 for a certain height, the floating barrel 2 starts to float upwards, and water enters a closestool pipeline to realize the 'water replenishing' function (figure 14). The water tank 6 is normally in a full water state, the working water level line is lower than the overflow water level line, the buoy 2 is in a closed state due to the action of gravity, and the drainage outlet of the drainage valve is isolated from being communicated with the outside air, so that the drainage outlet of the drainage valve base is always in a full pipe water state, and the drainage flow rate is improved (fig. 15). When the water inlet valve 4 does not stop water and water is continuously fed, the water tank 6 overflows, when the water level of the water tank 6 rises and overflows the buoy 2 for a certain height, the buoy 2 starts to float upwards, water flows into the overflow pipe 50 from an overflow port, and the water flows into a toilet pipeline to realize overflow (figure 16).
In the initial state, the buoy 2 is in a closed state due to gravity. When the water inlet valve 4 works, one of the two streams of water is injected into the water tank 6, the other stream of water is injected into the overflow pipe 50 from the top of the water inlet channel 120 through the water replenishing pipe 40, when the water level rises and overflows the buoy 2 to a certain height, the buoy 2 starts to float upwards, and the water enters a toilet pipeline to realize the water replenishing function (figure 17). The water tank 6 is normally in a full water state, the working water level line is lower than the overflow water level line, the buoy 2 is in a closed state due to the action of gravity, and the drainage outlet of the drainage valve is isolated from being communicated with the outside air, so that the drainage outlet of the drainage valve base is always in a full pipe water state, and the drainage flow rate is improved (fig. 18). When the water inlet valve 4 does not stop water and water is continuously fed, the water tank 6 overflows, when the water level of the water tank 6 rises and overflows the buoy 2 for a certain height, the buoy 2 starts to float upwards, water flows into the overflow pipe 50 from an overflow port, and the water flows into a toilet pipeline to realize overflow (figure 19).
EXAMPLE III
As shown in fig. 20 to 23, the present embodiment differs from the first embodiment only in that: the inside guide structure who is used for leading it when 2 up-and-down motion of flotation pontoon of inhalant canal no longer sets up, but when avoiding the flotation pontoon along the inhalant canal inner wall up-and-down motion through the cooperation size of restriction flotation pontoon 2 and overflow base 1, flotation pontoon bottom face breaks away from sealed cushion ring size scope, causes sealed inefficacy and can't keep apart the air. The difference between the outer diameter D1 of the buoy 2 and the inner diameter D2 of the water inlet channel 120 is smaller than the difference between the diameter D3 of the inscribed circle of the abdicating groove 201 of the buoy 2 and the inner diameter D4 of the annular groove 111. The rest of the structure and principle of the embodiment are the same as those of the first embodiment.
Example four
As shown in fig. 24 to 27, the present embodiment is different from the second embodiment only in that: the inside guide structure who is used for leading it when 2 up-and-down motion of flotation pontoon of inhalant canal no longer sets up, but when avoiding the flotation pontoon along the inhalant canal inner wall up-and-down motion through the cooperation size of restriction flotation pontoon 2 and overflow base 1, flotation pontoon bottom face breaks away from sealed cushion ring size scope, causes sealed inefficacy and can't keep apart the air. The difference between the outer diameter D1 of the buoy 2 and the inner diameter D2 of the water inlet channel 120 is smaller than the difference between the diameter D3 of the inscribed circle of the abdicating groove 201 of the buoy 2 and the inner diameter D4 of the annular groove 111. The rest of the structure and principle of the embodiment are the same as those of the embodiment.
While the invention has been particularly shown and described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.

Claims (10)

1. An air isolation overflow assembly, comprising: including overflow base and flotation pontoon, the overflow base include the drainage portion and set firmly the portion of intaking at the drainage portion top, the inside of drainage portion is provided with the drainage channel who link up from top to bottom, the inhalant canal that link up from top to bottom is provided with in the inside of the portion of intaking, inhalant canal and drainage channel are linked together, the flotation pontoon is established can be from top to bottom movable in the inhalant canal, flotation pontoon bottom opening and top seal, flotation pontoon bottom and the sealed cooperation in drainage channel top, the inhalant canal top be equipped with be used for right the come-up stroke of flotation pontoon carries out the limit structure who restricts.
2. An air isolation overflow assembly as defined in claim 1, wherein: the ring channel has been seted up at the top of drainage portion, the ring channel in install annular seal cushion, the bottom of flotation pontoon with the sealed cooperation of annular seal cushion.
3. An air isolation overflow assembly as defined in claim 2, wherein: the limiting structure comprises a plurality of limiting bosses which are uniformly distributed along the circumferential direction of the top of the inner wall surface of the water inlet channel.
4. An air isolation overflow assembly as defined in claim 3, wherein: the outer wall surface of the buoy is provided with a plurality of yielding grooves matched with the limiting bosses in shape at the positions corresponding to the limiting bosses, and the yielding grooves penetrate through the buoy from top to bottom.
5. An air isolation overflow assembly as defined in claim 4, wherein: the difference of flotation pontoon external diameter and inhalant canal internal diameter is less than the difference of flotation pontoon groove inscribe circle diameter of stepping down and ring channel internal diameter.
6. An air isolation overflow assembly as defined in claim 4, wherein: the inside guide structure that is used for when the flotation pontoon up-and-down motion is fixed to water inlet channel, guide structure include along the inboard and/or the outside circumference of flotation pontoon evenly lay the direction rib, the bottom of direction rib is fixed the drainage portion top.
7. An air isolation overflow assembly as defined in claim 6, wherein: the height value of the guide ribs is larger than the height difference value of the water inlet channel and the buoy.
8. An air isolation overflow assembly as defined in any one of claims 5-7 wherein: and a flow guide pipe for communicating the water replenishing pipe with the drainage channel is fixedly arranged on the side wall of the drainage part.
9. An air isolation overflow assembly as defined in claim 8, wherein: the honeycomb duct is in the inside bending type that makes progress of drainage channel forms a trap pipe, a moisturizing elbow joint is installed to trap pipe's top detachably, the delivery port downward sloping setting of moisturizing elbow joint.
10. An air isolation overflow assembly as defined in claim 1, wherein: the upper end of the float bowl is an arc top with a slope.
CN202021066050.7U 2020-06-11 2020-06-11 Overflow assembly for isolating air Active CN212248549U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021066050.7U CN212248549U (en) 2020-06-11 2020-06-11 Overflow assembly for isolating air

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021066050.7U CN212248549U (en) 2020-06-11 2020-06-11 Overflow assembly for isolating air

Publications (1)

Publication Number Publication Date
CN212248549U true CN212248549U (en) 2020-12-29

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Application Number Title Priority Date Filing Date
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