CN114457888A

CN114457888A - Pollution discharge control method, pollution discharge control device and closestool

Info

Publication number: CN114457888A
Application number: CN202210126275.4A
Authority: CN
Inventors: 林孝发; 林孝山; 林山; 许荣荣; 刘祖华
Original assignee: QUANZHOU KEMU INTELLIGENT KITCHEN AND TOILET CO Ltd
Current assignee: QUANZHOU KEMU INTELLIGENT KITCHEN AND TOILET CO Ltd
Priority date: 2022-02-10
Filing date: 2022-02-10
Publication date: 2022-05-10

Abstract

The embodiment of the application provides a pollution discharge control method, a pollution discharge control device and a closestool. The pollution discharge control method comprises the following steps: the drain pipe is controlled to be switched from a standby state to a drain state so as to increase the water seal height of the closestool; the sewage discharge pipe is controlled to rotate downwards to discharge the sewage. The blowdown control method that this application embodiment provided can control the blow off pipe earlier and switch to the blowdown state by the standby state before the blow off pipe rotates the discharge filth downwards, can increase the water seal height of closestool like this, and then increases the flourishing water volume in the closestool washing face. After the water containing volume in the cleaning surface of the closestool is increased, the gravitational potential energy of the sewage and the water is promoted. Because the blow off pipe mainly relies on gravitational potential energy to carry out the blowdown, therefore the more greatly the flourishing water capacity in the closestool washing face, gravitational potential energy is stronger, and the blowdown velocity of flow is faster, is favorable to promoting blowdown efficiency and blowdown effect more.

Description

Pollution discharge control method, pollution discharge control device and closestool

Technical Field

The present disclosure relates to sanitary ware technology, and more particularly, to a method and apparatus for controlling waste discharge.

Background

At present, a pollution discharge pipe pollution discharge mode applied to a rear pollution discharge system of a closestool usually adopts a control mode of how much water is stored in an initial state, so that the stored water volume in the initial state of the closestool has great influence on the pollution discharge flushing effect. In order to improve the sewage flushing effect, the water storage amount in the initial state needs to be increased. However, if the capacity of the cleaning surface in the toilet bowl is increased in the initial state, although the water storage amount is increased, the waste of water resources is caused, namely, a certain amount of water is required to be used more at each time, and the low-carbon and energy-saving concept is not satisfied.

Disclosure of Invention

The embodiment of the application provides a pollution discharge control method, which can improve the pollution discharge flushing effect and accords with the concepts of water conservation, low carbon and energy conservation.

The embodiment of the application provides a pollution discharge control method, which is applied to a closestool and comprises a closestool seat body and a pollution discharge pipe; the sewage discharge pipe is communicated with the sewage discharge outlet of the toilet seat body and can rotate relative to the toilet seat body; the sewage discharge pipe is set to be switched between a standby state and a sewage discharge state through rotation, a water seal can be formed in the closestool in the standby state, and the height of the water seal of the closestool can be increased when the sewage discharge pipe is switched to the sewage discharge state through rotation; the pollution discharge control method comprises the following steps: controlling the sewage discharge pipe to be switched from the standby state to the sewage discharge state so as to increase the water seal height of the closestool; and controlling the sewage discharge pipe to rotate downwards so as to discharge the sewage.

The blowdown control method that this application embodiment provided can control the blow off pipe earlier and switch to the blowdown state by the standby state before the blow off pipe rotates the discharge filth downwards, can increase the water seal height of closestool like this, and then increases the flourishing water volume in the closestool washing face. After the water containing volume in the cleaning surface of the closestool is increased, the gravitational potential energy of the sewage and the water is promoted. Because the blow off pipe mainly relies on gravitational potential energy to carry out the blowdown, therefore the more greatly the flourishing water capacity in the closestool washing face, gravitational potential energy is stronger, and the blowdown velocity of flow is faster, is favorable to promoting blowdown efficiency and blowdown effect more.

In an exemplary embodiment, the sewage drain pipe is configured to rotate between a standby position, a sewage drain initial position, and a sewage drain position; the control blow off pipe by standby state switches to blow off state to increase the water seal height of closestool includes: controlling the sewage discharge pipe to rotate upwards from the standby position to the initial sewage discharge position, and raising the position of the lowest point of a sewage discharge outlet of the sewage discharge pipe so as to switch the sewage discharge pipe from the standby state to the sewage discharge state; the control the blow off pipe rotates downwards to the discharge filth, includes: and controlling the sewage discharge pipe to rotate downwards from the initial sewage discharge position to the sewage discharge position so as to discharge the sewage.

In an exemplary embodiment, when the waste pipe is in the initial position of the waste discharge, a plane passing through the rotation axis of the waste pipe and perpendicularly bisecting the waste inlet of the waste pipe is in a vertical state.

In an exemplary embodiment, the rotation angle of the soil discharge pipe from the standby position to the initial soil discharge position is in the range of 10 ° to 20 °.

In an exemplary embodiment, the rotation angle of the soil discharge pipe from the initial soil discharge position to the soil discharge position is in the range of 100 ° to 120 °.

In an exemplary embodiment, a rotational direction of the soil pipe from the standby position to the initial position of the soil discharge is opposite to a rotational direction of the soil pipe from the initial position of the soil discharge to the initial position of the soil discharge.

In an exemplary embodiment, the sewage drain outlet of the sewage drain is horizontally upward when the sewage drain is in the sewage drain initial position.

In an exemplary embodiment, after the process of controlling the soil discharge pipe to rotate downward to discharge the soil, the soil discharge control method further includes:

and controlling the sewage discharge pipe to reset to the standby state to complete a sewage discharge period.

In an exemplary embodiment, the blowdown cycle is in a range of 4s to 13 s.

In an exemplary embodiment, the blowdown cycle is in a range of 4s to 8 s.

In an exemplary embodiment, when the sewage draining pipe is in the standby state, the water seal height of the toilet bowl is greater than or equal to 50 mm.

The embodiment of the application also provides an pollution discharge control device, which comprises a processor and a memory, wherein the memory stores a computer program, and the processor executes the computer program to realize the steps of the pollution discharge control method in any one of the above embodiments.

The embodiment of the application also provides a closestool comprising the pollution discharge control device in the embodiment.

Additional features and advantages of the application will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the application. Other advantages of the present application may be realized and attained by the instrumentalities and combinations particularly pointed out in the specification and the drawings.

Drawings

The accompanying drawings are included to provide an understanding of the present disclosure and are incorporated in and constitute a part of this specification, illustrate embodiments of the disclosure and together with the examples serve to explain the principles of the disclosure and not to limit the disclosure.

FIG. 1 is a schematic view of a toilet in partial section according to one embodiment of the present disclosure;

FIG. 2 is an exploded view of the soil exhaust system of FIG. 1;

FIG. 3 is a schematic cross-sectional view of the toilet of FIG. 1 in a first state;

FIG. 4 is a schematic cross-sectional view of the toilet of FIG. 3 from another perspective;

FIG. 5 is a cross-sectional view of the toilet of FIG. 1 in a second state;

FIG. 6 is a schematic cross-sectional view of the toilet of FIG. 5 from another perspective;

FIG. 7 is a schematic cross-sectional view of the toilet of FIG. 1 in a third state;

FIG. 8 is a cross-sectional view of the toilet of FIG. 7 from another perspective;

FIG. 9 is a cross-sectional view of the toilet of FIG. 1 in a fourth condition;

FIG. 10 is a cross-sectional view of the toilet of FIG. 9 from another perspective;

FIG. 11 is a schematic diagram comparing the toilet bowl of FIG. 1 with a comparative example;

FIG. 12 is an enlarged view of the portion A of FIG. 11;

FIG. 13 is a schematic perspective view of a waste pipe according to an embodiment of the present application;

FIG. 14 is a schematic structural view of another view of the sewage drain pipe shown in FIG. 13;

FIG. 15 is a schematic cross-sectional view taken along line B-B of FIG. 14;

FIG. 16 is a cross-sectional view in the direction C-C of FIG. 14;

FIG. 17 is a schematic view comparing the soil pipe shown in FIG. 16 with a comparative example;

FIG. 18 is a schematic view of a partially exploded view of a toilet according to an embodiment of the present application;

FIG. 19 is a schematic view of the assembled structure of the toilet of FIG. 18;

FIG. 20 is a cross-sectional view of the toilet of FIG. 19;

FIG. 21 is a schematic top view of the toilet of FIG. 19;

FIG. 22 is a left side elevational view of the toilet of FIG. 19;

FIG. 23 is a front view of the toilet of FIG. 19;

fig. 24 is a schematic flow chart of an emission control method according to an embodiment of the present application;

fig. 25 is a schematic flow chart of an emission control method according to an embodiment of the present application;

fig. 26 is a schematic view of an exhaust control device according to an embodiment of the present application.

Wherein the reference numbers are as follows:

1, a sewage discharge box, 11 box bodies, 111 rotating connecting holes, 112 sewage outlets, 12 box covers, 121 connecting holes, 13 sealing rings and 14 sealing elements;

2 sewage discharge pipe, 21 sewage inlet pipe section, 211 sewage inlet, 212 interface, 22 sewage discharge pipe section, 221 sewage outlet, 222 dumping part, 2221 diversion inclined plane, 223 non-dumping part, 224 straight pipe section, 225 special-shaped pipe section, 23 sealing boss and 24 connecting part;

3 a driving device;

4, cleaning device, 41 liquid inlet pipe, 42 spraying part;

502 memory, 504 processor;

100 sewage system, 200 toilet seat body, 202 basin cavity, 204 sewage outlet, 2060 water cover, 2080 cleaning surface, 206 shunt valve, 208 water pump, 210 water storage tank, 2002 flushing port, 2004 installation cavity and 2006 shifter.

Detailed Description

The present application describes embodiments, but the description is illustrative rather than limiting and it will be apparent to those of ordinary skill in the art that many more embodiments and implementations are possible within the scope of the embodiments described herein. Although many possible combinations of features are shown in the drawings and discussed in the detailed description, many other combinations of the disclosed features are possible. Any feature or element of any embodiment may be used in combination with or instead of any other feature or element in any other embodiment, unless expressly limited otherwise.

The present application includes and contemplates combinations of features and elements known to those of ordinary skill in the art. The embodiments, features and elements disclosed in this application may also be combined with any conventional features or elements to form a unique inventive concept as defined by the claims. Any feature or element of any embodiment may also be combined with features or elements from other inventive aspects to form yet another unique inventive aspect, as defined by the claims. Thus, it should be understood that any of the features shown and/or discussed in this application may be implemented alone or in any suitable combination. Accordingly, the embodiments are not limited except as by the appended claims and their equivalents. Furthermore, various modifications and changes may be made within the scope of the appended claims.

Further, in describing representative embodiments, the specification may have presented the method and/or process as a particular sequence of steps. However, to the extent that the method or process does not rely on the particular order of steps set forth herein, the method or process should not be limited to the particular sequence of steps described. Other orders of steps are possible as will be understood by those of ordinary skill in the art. Therefore, the particular order of the steps set forth in the specification should not be construed as limitations on the claims. Further, the claims directed to the method and/or process should not be limited to the performance of their steps in the order written, and one skilled in the art can readily appreciate that the sequences may be varied and still remain within the spirit and scope of the embodiments of the present application.

One embodiment of the present application provides a pollution discharge control method applied to a toilet (shown in fig. 1).

As shown in fig. 3, 5 and 7, the toilet includes a toilet seat 200 and a soil pipe 2. The toilet seat body 200 is provided with a basin cavity 202, the inner wall surface of the local part of the basin cavity 202 is a cleaning surface 2080, and the space enclosed by the cleaning surface 2080 is communicated with a sewage discharge pipe 2 and is used for storing water to form water seal. The soil pipe 2 is communicated with the soil outlet 204 of the toilet seat 200 and can rotate relative to the toilet seat 200.

In one embodiment, the toilet further includes a waste box 1, a driving device 3, and a washing device 4, as shown in fig. 2, 4, 6, 8, and 10. The sewage discharging box 1, the sewage discharging pipe 2, the driving device 3 and the cleaning device 4 form a rear sewage discharging system 100 of the closestool. The sewage discharge box 1 is fixedly connected at the sewage discharge outlet 204 of the toilet seat body 200, and the sewage discharge pipe 2 is positioned in the sewage discharge box 1. The driving device 3 is connected with the sewage discharge pipe 2 and is used for driving the sewage discharge pipe 2 to rotate. The cleaning device 4 is connected with the sewage discharging box 1 and is used for spraying cleaning liquid into the sewage discharging box 1 to clean the sewage discharging box 1 and the sewage discharging pipe 2.

As shown in fig. 9 and 10, the soil pipe 2 includes a soil inlet pipe section 21 and a soil outlet pipe section 22. The sewage inlet pipe section 21 is communicated with the sewage outlet 204 of the toilet seat body 200 and can rotate relative to the toilet seat body 200. The sewage discharge pipe section 22 is connected with the sewage inlet pipe section 21 and is positioned in the sewage discharge box 1. The end of the waste pipe section 22 remote from the waste pipe section 21 forms a waste outlet 221. In the sewage disposal process, the sewage discharge pipe 2 rotates from top to bottom, discharges the sewage into the sewage discharge box 1, and discharges the sewage into the shifter through the sewage outlet 112 of the sewage discharge box 1, so as to enter an external sewage discharge channel.

The rear sewage system 100 is used for replacing a traditional siphon pipeline sewage discharge/flushing mode, adopts a falling and discharging type structure mode, and discharges the sewage in the toilet out of a toilet cleaning surface 2080 and a toilet pipeline by utilizing a natural gravity falling mode. In the sewage discharging process, the sewage discharging pipe 2 rotates around the rotation axis to pour and discharge sewage, and under the action of gravity and discharging inertia, the sewage in the toilet cleaning surface 2080 is efficiently and quickly discharged through the sewage discharging pipe 2. The toilet inner wall cleaning water synchronously and continuously cleans the inner wall of the toilet cleaning surface 2080 outside the sewage generated in the using process before the discharge.

Wherein, the blow-off pipe 2 is set to be switched between a standby state and a blow-off state in a rotating mode so as to adjust the water seal height of the closestool. When the sewage draining pipe 2 is in a standby state, a water seal can be formed in the toilet bowl, as shown in figures 3 and 4. When the sewage draining pipe 2 is rotated and switched to the sewage draining state, the water seal height of the toilet can be increased, as shown in fig. 5 and 6. In other words, the soil pipe 2 has two states: standby state and blowdown state. When the soil pipe 2 is in a standby state, as shown in fig. 3 and 4, the water seal height of the toilet bowl is relatively low, and the water seal height is only H0. When the sewage draining pipe 2 is in a sewage draining state, as shown in fig. 7 and 8, the water seal height of the toilet bowl is relatively high, and Hs is increased to reach H1. Therefore, the water seal height of the toilet can be adjusted by controlling the state of the sewage discharge pipe 2.

Therefore, the height difference of the initial water cover and the water cover during drainage can be controlled in the sewage discharge process, the sewage discharge efficiency is improved, and the sewage discharge effect is improved.

As shown in fig. 24, the pollution discharge control method includes:

step S102: the drain pipe is controlled to be switched from a standby state to a drain state so as to increase the water seal height of the closestool;

step S104: the sewage discharge pipe is controlled to rotate downwards to discharge the sewage.

According to the pollution discharge control method provided by the embodiment of the application, before the pollution discharge pipe 2 rotates downwards to discharge the pollutants, the pollution discharge pipe 2 is firstly controlled to be switched from the standby state to the pollution discharge state, so that the water seal height of the toilet can be increased, and the water containing volume in the cleaning surface 2080 of the toilet is further increased. The increased water volume in the cleaning surface 2080 of the toilet is helpful to increase the gravitational potential energy of the dirt and water. Because the sewage discharge pipe 2 mainly discharges sewage by means of gravitational potential energy, the larger the water containing volume in the cleaning surface 2080 of the closestool is, the stronger the gravitational potential energy is, the faster the sewage discharge flow rate is, and the more favorable the improvement of the sewage discharge efficiency and the sewage discharge effect is.

When the sewage discharge pipe 2 is in a standby state, as shown in fig. 3 and 4, the water seal height of the toilet is relatively low, so that the water storage amount in the cleaning surface 2080 of the toilet in the standby state is relatively low, the water consumption of the toilet every time can be reduced, and the concepts of water saving, low carbon and energy saving are met.

When the toilet needs to discharge sewage, the sewage discharge pipe 2 can be switched from a standby state to a sewage discharge state, as shown in fig. 5 and 6, so that the water seal height of the toilet can be increased by Hs, flushing water discharged by the toilet can be used for increasing the water seal height, and the water storage amount before the sewage discharge pipe 2 rotates downwards for sewage discharge is increased, as shown in fig. 7 and 8; the soil pipe 2 is then rotated downward as shown in fig. 9 and 10, and the soil is rapidly and efficiently discharged using the gravitational potential energy that has been increased.

And in the prior art, when the toilet discharges the flushing water, the sewage discharge pipe 2 directly rotates downwards to discharge the sewage, and the sewage can be discharged only by using the water stored in the initial state. Therefore, compare in prior art, the blowdown control method that this application embodiment provided, through the switching of blow off pipe 2 states, gravitational potential energy when can promote the blowdown, therefore can promote blowdown efficiency and blowdown effect, the water consumption that washes when also being favorable to reducing the blowdown, and can not cause the increase of the inside trapped water volume of closestool under the initial condition, can not cause the waste of water resource, satisfy the energy-conserving demand of low carbon.

In addition, the scheme realizes that the blow-off pipe 2 is switched from the standby state to the blow-off state by controlling the blow-off pipe 2 to rotate, and has ingenious conception and easy realization. And, realize the switching of blow off pipe 2 state through the pivoted mode, only need to change the control logic of blow off pipe 2, and need not to change the structure of closestool, therefore can not increase product cost, have the advantage of low cost, high-efficient.

Of course, the sewage pipe 2 may be designed to be a flexible structure or a telescopic structure, and the position of the lowest point of the sewage outlet 221 may be changed by changing the shape of the sewage pipe 2, so as to adjust the height of the toilet water seal.

In an exemplary embodiment, the soil discharging pipe 2 is configured to be rotated between a standby position (shown in fig. 3 and 4), a soil discharging initial position (shown in fig. 5, 6, 7, and 8), and a soil discharging position (shown in fig. 9 and 10).

As shown in fig. 25, the method for controlling the sewage draining pipe 2 to be switched from the standby state to the sewage draining state to increase the water seal height of the toilet includes:

step S1022: and controlling the sewage draining pipe 2 to upwards rotate to the sewage draining initial position from the standby position, so that the position of the lowest point of the sewage draining port 221 of the sewage draining pipe 2 is raised, and the sewage draining pipe 2 is switched to the sewage draining state from the standby state. In other words, the sewage drain pipe 2 is changed from the standby state to the sewage drain state by rotating upward from the position shown in fig. 3 and 4 to the position shown in fig. 5 and 6.

The control blow off pipe 2 rotates downwards to discharge the filth, include:

step S1024: and controlling the sewage discharge pipe 2 to rotate downwards from the sewage discharge initial position to the sewage discharge position so as to discharge the sewage. In other words, the sewage drain pipe 2 is turned downwards from the position of fig. 7 and 8 to the position shown in fig. 9 and 10, and the rotary sewage draining is realized.

In other words, when the soil pipe 2 is at rest at the standby position, the soil pipe 2 is in a standby state where the water seal height of the toilet bowl is H0, as shown in FIGS. 3 and 4. When the sewage draining pipe 2 rotates upwards to the initial sewage draining position, the sewage draining pipe 2 is switched to the sewage draining state, and before the flushing device flushes water into the toilet seat body 200, the water seal height of the toilet is H0, as shown in FIGS. 5 and 6, and is kept unchanged. In the subsequent process, the flushing device will flush, so that the water seal height of the toilet rises to H1, as shown in fig. 7 and 8. Therefore, when the toilet rotates from the standby position to the initial sewage discharge position, Hs can be increased by the water seal height of the toilet, and the gravitational potential energy of liquid and sewage in the pipe is correspondingly increased. The soil discharging pipe 2 is then rotated downward from the initial position of the soil discharging to the soil discharging position as shown in fig. 9 and 10, and the soil is discharged by using gravitational potential energy.

It can be seen that the position of the lowest point of the drain outlet 221 of the drain pipe 2 determines the position of the toilet water cover 2060. Therefore, the height of the toilet seal can be adjusted by adjusting the position of the lowest point of the drain outlet 221 of the drain pipe 2. And the sewage discharging pipe 2 is rotatably connected with the toilet seat body 200, the position of the sewage discharging port 221 of the sewage discharging pipe 2 can be changed in the rotating process, and the position of the lowest point of the sewage discharging port 221 is also changed.

Therefore, the scheme realizes the position rising of the lowest point of the sewage outlet 221 by controlling the sewage discharge pipe 2 to rotate upwards, further realizes the switching of the sewage discharge pipe 2 from the standby state to the sewage discharge state, has ingenious design and is easy to realize. And, realize the switching of blow off pipe 2 state through the pivoted mode, only need to change the control logic of blow off pipe 2, and need not to change the structure of closestool, therefore can not increase product cost, have the advantage of low cost, high-efficient.

In addition, through the standby position of adjustment blow off pipe 2, also can adjust the position of the minimum under the blow off pipe 2 standby state, and then adjust the water seal height of closestool under the standby state, be convenient for come the reasonable selection according to the structure of different closestool to improve the flexibility and the suitability of drainage 100.

In an exemplary embodiment, when the sewage drain 2 is in the initial position of sewage draining, a plane S1 passing through the rotation axis of the sewage drain 2 and perpendicularly bisecting the sewage inlet 211 of the sewage drain 2 is in a vertical state, as shown in fig. 7.

In other words, when the sewage draining pipe 2 is at the initial sewage draining position, the sewage draining pipe section 22 is in the vertical state, the lowest point of the sewage draining outlet 221 of the sewage draining pipe 2 is highest, the water sealing surface 2060 of the toilet is highest, and the gravitational potential energy is maximum, so that the sewage draining efficiency and the sewage draining effect are further improved.

Of course, when blow off pipe 2 is in blowdown initial position, the rotation axis through blow off pipe 2 and the perpendicular plane S1 that bisects the dirty inlet 211 of blow off pipe 2 equally also can be in the tilting arrangement, as long as blow off pipe 2 is contained angle between S1 and the vertical face when the blowdown state, be less than S1 and the vertical face contained angle when blow off pipe 2 is in standby state, can guarantee that blow off pipe 2 switches to when the blowdown state, the water seal height of closestool can increase, and then promote blowdown efficiency and blowdown effect.

In an exemplary embodiment, as shown in fig. 3, the rotation angle α of the soil pipe 2 is in the range of 10 ° to 20 °, such as 10 °, 13 °, 15 °, 18 °, 20 °, from the standby position to the initial position of soil discharge.

In general, the stand-by position of the sewage drain 2 is the same as the initial position of the sewage drain, that is, the sewage drain section 22 is located in the vertical state, and the gravity center of the sewage drain 2 and the internal liquid and the rotation axis of the sewage drain 2 are approximately in a vertical plane, so that the stress balance of the sewage drain system 100 is facilitated, and the load of the driving device 3 is relatively small. In the blowdown control method provided by the embodiment of the application, the standby position of the blowdown pipe 2 is different from the initial blowdown position, and the blowdown pipe section 22 of the blowdown pipe 2 is inclined when the standby position is equivalent to the standby position, so that the centers of the blowdown pipe 2 and the internal liquid deviate from the rotation axis of the blowdown pipe 2, and the load of the driving device 3 in the standby state is increased.

According to the scheme, the rotation angle alpha of the sewage discharge pipe 2 from the standby position to the sewage discharge initial position is limited within the range of 10-20 degrees, so that the excessive load on the driving device 3 caused by the weight of the sewage discharge pipe 2 and the liquid in the sewage discharge pipe in the standby state can be avoided, and the self-supporting and self-locking angle range of the driving device 3 can be met; on the other hand, the switching of the state of the sewage discharge pipe 2 is ensured to generate considerable volume difference on the cleaning surface 2080 of the toilet, thereby ensuring that the sewage discharge efficiency and the sewage discharge effect can be obviously improved.

Of course, the rotation angle α of the drain pipe 2 is not limited to the above range and can be adjusted as required when the stand-by position is rotated to the initial position for draining.

In an exemplary embodiment, as shown in fig. 11, the rotation angle β of the soil pipe 2 is in the range of 100 ° to 120 °, such as 100 °, 110 °, 120 °, from the initial soil discharge position to the soil discharge position.

Compare in blow off pipe 2 from top to bottom and rotate 180, inject the turned angle beta of blow off pipe 2 in above-mentioned within range, can enough satisfy rotatory blowdown demand, also can reduce the range of motion of blow off pipe 2, and then be favorable to reducing the volume of blowdown box 1, be favorable to the miniaturization of blowdown box 1, be favorable to improving the flexibility and the suitability of sewage disposal system 100.

In addition, because the influence of the time node in the early stage of the pollution discharge process on the pollution discharge effect is the largest, if the rotation range and the time are too long, the stability of the pollution discharge effect and the consistency of the effect are not facilitated. Therefore, the rotation angle beta of the sewage discharge pipe 2 is limited in the range, the movement time of the sewage discharge pipe 2 is also favorably shortened, and the whole sewage discharge effect is more stable.

Of course, the rotation angle β of the sewage pipe 2 is not limited to the above range and can be adjusted as required when the pipe is rotated from the initial sewage draining position to the sewage draining position.

In an exemplary embodiment, as shown in fig. 3, 5, 7 and 9, a rotation direction (as indicated by a rotation arrow in fig. 5) in which the soil 2 is rotated from the standby position to the initial position of the soil is opposite to a rotation direction (as indicated by a rotation arrow in fig. 9) in which the soil 2 is rotated from the initial position of the soil to the soil position.

In other words, during sewage disposal, the sewage discharge pipe 2 is rotated to the initial sewage disposal position along the first direction and then rotated to the sewage disposal position along the second direction. When the first direction is clockwise, the second direction is counterclockwise. When the first direction is counterclockwise, the second direction is clockwise.

Like this, the standby position is located between blowdown initial position and the blowdown position, is favorable to reducing the motion range of blow off pipe 2, and then is favorable to reducing the volume of blowdown box 1, is favorable to the miniaturization of blowdown box 1, is favorable to improving the flexibility and the suitability of drainage 100.

Of course, the rotation direction of the sewage draining pipe 2 from the standby position to the initial sewage draining position can be the same as the rotation direction of the sewage draining pipe 2 from the initial sewage draining position to the initial sewage draining position.

In an exemplary embodiment, when the sewage drain 2 is in the sewage drain initial position, the sewage drain 221 of the sewage drain 2 is directed horizontally upward, as shown in fig. 5, 6, 7 and 8.

Like this, when blow off pipe 2 is in blowdown initial position, the water seal 2060 of closestool flushes with drain 221 for the inner space of blow off pipe 2 obtains make full use of, is favorable to promoting the gravitational potential energy of intraductal liquid and filth as far as possible, and then promotes blowdown efficiency and blowdown effect.

In an exemplary embodiment, after the process of controlling the soil discharge pipe 2 to be rotated downward to discharge the soil, the soil discharge control method further includes:

and controlling the sewage discharge pipe 2 to reset to a standby state to complete a sewage discharge period.

In other words, the sewage draining pipe 2 is controlled to rotate upwards to the standby position, and a sewage draining period is completed.

Like this, the back is discharged to the filth, and blow off pipe 2 automatic re-setting is to the standby position, and blow off pipe 2 also switches to the standby state. Meanwhile, the cleaning water continuously flows into the cleaning surface 2080 of the toilet according to the set volume value, so that the height of the water seal in the cleaning surface 2080 of the toilet meets the standard requirement; after the water seal height of the closestool returns to the standard range, the closestool stops water inflow, and the system enters a standby state.

In one example, as shown in fig. 25, one blowdown cycle includes:

the sewage discharge period starts from a standby state, so that the sewage discharge pipe 2 is in a standby position in the standby state;

step S1022: controlling the blow-off pipe to rotate upwards from the standby position to the initial blow-off position, and raising the position of the lowest point of a blow-off port of the blow-off pipe so as to switch the blow-off pipe from the standby state to the blow-off state;

step S1024: controlling the sewage discharge pipe to rotate downwards from the initial sewage discharge position to the sewage discharge position so as to discharge sewage;

step S1026: and controlling the blow-off pipe to rotate upwards to a standby position to complete a blow-off period.

In an exemplary embodiment, the blowdown cycle is in the range of 4s to 13s, such as 4s, 6s, 8s, 10s, 13s, and so forth.

In an exemplary embodiment, the blowdown cycle is in the range of 4s to 8 s.

Before blow off pipe 2 resets, the closestool can continue to intake, and the closestool just can stop into water until blow off pipe 2 resets and the closestool water seal height returns to standard within range. In addition, in the whole sewage discharge period, the key effect on the sewage discharge effect is the sewage discharge effect in the rotation process of the sewage discharge pipe 2, and the flushing is continued after the rotation of the sewage discharge pipe 2 is stopped, so that the flushing effect is not greatly improved.

Therefore, if the blowdown cycle is too long, the single water consumption of the closestool can be greatly increased, the integral flushing blowdown time is too long, the flushing effect is not greatly improved, and the time for forming the water seal in the closestool can be influenced.

Based on this, this application embodiment will blowdown cycle is injectd in above-mentioned within range, can be on the basis of guaranteeing blowdown scouring effect, the using water wisely shortens whole scouring blowdown time to be favorable to the inside water seal that forms fast of closestool.

In an exemplary embodiment, when the sewage draining pipe 2 is in a standby state, the water seal height H0 of the closestool is more than or equal to 50mm, and the product is ensured to meet the national standard requirement.

As shown in fig. 26, an embodiment of the present application further provides an pollution discharge control device, which includes a processor 504 and a memory 502 storing a computer program, wherein the processor 504 executes the computer program to implement the steps of the pollution discharge control method according to any one of the above embodiments.

The processor may be an integrated circuit chip having signal processing capabilities. The Processor may be a general-purpose Processor, and includes a Central Processing Unit (CPU), a Network Processor (NP), and the like; but may also be a Digital Signal Processor (DSP), an Application Specific Integrated Circuit (ASIC), an off-the-shelf programmable gate array (FPGA) or other programmable logic device, discrete gate or transistor logic, discrete hardware components. The various methods, steps and logic blocks disclosed in the embodiments of the present invention may be implemented or performed. A general purpose processor may be a microprocessor or the processor may be any conventional processor or the like.

As shown in fig. 1, 18, 19, 21, 22 and 23, an embodiment of the present application further provides a toilet including the pollution discharge control device according to the above embodiment, so that all the advantages of any of the above embodiments are achieved, and further description thereof is omitted.

In an exemplary embodiment, as shown in fig. 13 to 16, the soil pipe 2 includes: a sewage intake section 21 and a sewage discharge section 22.

Wherein, the sewage inlet pipe section 21 is rotatably connected with the sewage discharging box 1 of the closestool, and the sewage inlet pipe section 21 is provided with a sewage inlet 211.

The sewage draining pipe section 22 is connected with the sewage inlet pipe section 21 and is arranged in a bending mode relative to the sewage inlet pipe section 21. One end of the sewage discharge pipe section 22, which is far away from the sewage inlet pipe section 21, is provided with a sewage discharge port 221, and the area of the sewage discharge port 221 is larger than that of the sewage inlet 211.

The sewage draining pipe 2 provided by the embodiment of the application comprises a sewage inlet pipe section 21 and a sewage draining pipe section 22. The sewage inlet pipe section 21 is provided with a sewage inlet 211 for the sewage in the basin cavity 202 of the toilet seat body 200 to enter. The sewage discharge pipe section 22 is provided with a sewage discharge port 221 for discharging the sewage in the sewage discharge pipe 2. The sewage discharge pipe section 22 is connected with the sewage inlet pipe section 21 and is bent relative to the sewage inlet pipe section 21, so that a height difference is generated between the position of the sewage discharge port 221 and the position of the sewage inlet 211, and sewage can be conveniently discharged under the action of gravity.

Because the sewage inlet pipe section 21 can be rotatably connected with the sewage discharging box 1 of the toilet, the sewage discharging pipe section 22 can be driven to rotate from top to bottom in the sewage discharging process so as to discharge the sewage in the sewage discharging pipe 2 into the sewage discharging box 1 by utilizing gravitational potential energy, and the sewage can enter the shifter through the sewage outlet 112 of the sewage discharging box 1 and then enter an external sewage discharging channel, as shown in fig. 9 and 10.

Compare in the scheme that advances dirty mouthful 211 and drain 221 diameter equal among the prior art, this scheme sets up the area that the area of drain 221 is greater than into dirty mouthful 211, has increased the area of drain 221 in other words, therefore is favorable to improving blowdown efficiency, reduces the probability that the filth hangs at drain 221.

In an exemplary embodiment, the intake pipe section 21 has a mirror-symmetrical structure. The symmetry plane S1 of the sewage intake section 21 extends in the extending direction of the sewage discharge section 22, and the sewage intake port 211 is provided in a circular shape. The drain opening 221 is provided in a special shape as shown in fig. 14.

The sewage inlet pipe section 21 adopts a mirror symmetry structure, and the sewage inlet 211 is round, so that the structure is regular, and the processing and forming are convenient; it is also advantageous to simplify the sealing structure between the waste pipe section 21 and the waste box 1.

During the rotary blowdown process, the initial blowdown position of the blowdown pipe section 22 is generally in the vertical state, as shown in fig. 7 and 8, i.e., the blowdown outlet 221 is horizontally up. Thus, the extension direction of the waste pipe section 22 in this state is the vertical direction. Since the symmetry plane of the sewage inlet section 21 extends along the extension direction of the sewage pipe section 22, the symmetry plane of the sewage inlet section 21 is the vertical plane of the sewage inlet section 21 when the sewage pipe 2 is in the initial position.

The sewage draining outlet 221 is specially-shaped, and the sewage draining outlet 221 can be enabled to be properly expanded outwards only on the basis of the existing circular shape, so that the area of the sewage draining outlet 221 can be larger than that of the sewage inlet 211. In the design process, the tail end of the sewage discharge pipe section 22 is only required to be properly expanded and deformed outwards, so that the improvement is facilitated on the basis of the existing sewage discharge pipe 2, and the area of the sewage discharge port 221 is increased under the condition that the whole volume of the sewage discharge pipe 2 is basically unchanged, so that the sewage discharge efficiency and the sewage discharge effect are improved.

In an exemplary embodiment, as shown in fig. 16, the waste pipe section 22 is divided into a dump portion 222 and a non-dump portion 223 with the plane of symmetry of the waste pipe section 21 being the interface 212 (coplanar with plane S1 in fig. 7 and plane S1 in fig. 14). The soil pipe 2 is rotated toward the side where the dumping part 222 is located during the rotation.

In which, a region of the dumping part 222 near the sewage draining exit 221 is provided with a flow guiding inclined surface 2221, as shown in fig. 16. The guide slope 2221 extends obliquely in a direction away from the interface surface 212 in a direction toward the soil discharge opening 221.

Because the sewage pipe 2 only needs to rotate to one side in the rotating process, namely to the side where the dumping part 222 is located, the sewage can flow to the sewage outlet 221 along the inner wall surface of the dumping part 222 as far as possible under the action of gravity and is discharged. Therefore, the area of the dumping part 222 close to the sewage outlet 221 is provided with the flow guiding inclined plane 2221, which is equivalent to that an inclined port is added at the opening of the traditional regular cylindrical structure, so that the sewage can be guided well, the flow rate of the sewage can be improved, the sewage can be discharged from the sewage outlet 221 quickly and smoothly, and the sewage discharge efficiency can be improved.

And, the setting of direction inclined plane for drain 221 forms special-shaped opening, and is bigger than traditional circular opening area, also is favorable to promoting the blowdown flow of drain 221, and then promotes blowdown efficiency.

The increase of the flow rate and the flow rate of the sewage discharge can reduce the probability of the sewage hanging at the sewage discharge port 221, thereby improving the sewage discharge effect.

In an exemplary embodiment, the angle of inclination of the deflector ramp 2221 relative to the interface surface 212 is in the range of 10 ° to 20 °, as shown in fig. 17.

The inclination angle of the diversion inclined plane 2221 relative to the interface 212 is limited within the range of 10 degrees to 20 degrees, so that the problems that the drainage pipe section 22 occupies too much space due to the overlarge inclination angle of the diversion inclined plane 2221, the volume of the drainage box 1 is increased due to the increase of the occupied space of the drainage pipe section 22, and the miniaturization of the drainage box 1 is not facilitated are avoided.

As shown in fig. 17, in a comparative example, the inclination angle of the guide slope 2221 is increased to 30 °, the width of the soil discharge opening 221 in the left-right direction is increased by a 1. In another comparative example, the inclination angle of the air guide slope 2221 is increased to 45 °, and the width of the drain opening 221 in the left-right direction is increased by a 2. Thus, the space occupied by the soil pipe 2 is increased. As shown in fig. 12, when the sewage pipes 2 rotate by the same angle to reach the sewage draining position, the volume of the sewage draining box 1 needs to be increased correspondingly due to the increase of the inclination angle of the air guiding inclined plane 2221, which is not favorable for the miniaturization of the sewage draining box 1.

Therefore, the inclined angle of the diversion inclined plane 2221 relative to the interface 212 is limited within the range of 10 degrees to 20 degrees (such as 10 degrees, 13 degrees, 15 degrees, 18 degrees, 20 degrees and the like) by the scheme, so that the sewage discharge efficiency and the sewage discharge effect of the sewage discharge pipe 2 can be improved on the basis of small volume change, the miniaturization of the sewage discharge box 1 is also facilitated, and the flexibility and the adaptability of the sewage discharge system 100 can be improved.

In one exemplary embodiment, the waste pipe section 22 includes a straight pipe section 224 and a contoured pipe section 225, as shown in FIG. 13. The straight pipe section 224 is connected to the dirty pipe section 21. The special-shaped pipe section 225 is connected with the straight pipe section 224, and the special-shaped pipe section 225 is provided with a flow guiding inclined surface 2221.

The straight pipe section 224 may be generally cylindrical to facilitate smooth interface with the dirty pipe section 21. And the special pipe section 225 is provided with a flow guide inclined surface 2221, so that the sewage discharge efficiency and the sewage discharge effect can be improved.

And design like this for water conservancy diversion inclined plane 2221 is only located the terminal part of blowdown pipe section 22, and the length of water conservancy diversion inclined plane 2221 is shorter relatively, therefore the volume of blowdown pipe section 22 is less compared with regular cylindrical change, so be favorable to blow off pipe 2 to promote blowdown efficiency and blowdown effect on the basis that its volume change is little, also be favorable to the miniaturization of blowdown box 1, and then be favorable to promoting the flexibility and the suitability of blowdown system 100.

In an exemplary embodiment, the waste pipe section 22 is a mirror-symmetrical structure. The symmetry plane S2 of the waste pipe section 22 is perpendicular to the symmetry plane S1 of the waste pipe section 21, as shown in fig. 14.

As shown in fig. 14, the waste pipe section 22 is mirror-symmetrical in the front-rear direction with respect to the direction in the drawing, and the symmetrical surface S2 of the waste pipe section 22 extends in the up-down direction and the left-right direction. The sewage intake pipe section 21 is mirror-symmetrical in the left-right direction, and a symmetrical surface S1 of the sewage intake pipe section 21 extends in the up-down direction and the front-rear direction. Thus, the symmetry plane S2 of the waste pipe section 22 is perpendicular to the symmetry plane of the waste pipe section 21S 1.

Thus, the waste pipe section 22 is also relatively regular in shape and easy to machine. In addition, the force of the sewage discharge pipe section 22 is balanced, and the stability of the sewage discharge pipe 2 in the rotating process is improved.

In an exemplary embodiment, the central axis of the soil inlet 211 intersects the central axis of the soil outlet 221 in a plane of symmetry of the soil inlet section 21, and the included angle θ is less than 90 °, as shown in fig. 15.

Thus, an acute angle is formed between the sewage inlet direction of the sewage inlet 211 and the sewage discharge direction of the sewage outlet 221, instead of the right angle of the conventional right angle elbow.

Since the sewage drain 2 is in the initial position of sewage draining, as shown in fig. 5, 6, 7 and 8, the sewage drain section 22 is in a vertical state, the central axis of the sewage drain 221 also extends in a vertical direction. Since an acute angle is formed between the sewage inlet direction of the sewage inlet 211 and the sewage discharge direction of the sewage outlet 221, not a right angle of the conventional right angle elbow, the central axis of the sewage inlet 211 extends obliquely downward, not in a horizontal direction. Therefore, the sewage in the basin cavity 202 can rapidly enter the sewage discharge pipe 2 under the action of gravity, and the flow guide of the sewage can be facilitated, so that the sewage discharge efficiency and the sewage discharge effect can be further improved.

And, when the blow-off pipe 2 rotates to the blow-off position, as shown in fig. 9, fig. 10 and fig. 11, the blow-off pipe 2 forms a dual-inclination blow-off slide way similar to a rotary slide, and has two slopes, and the sewage in the basin cavity 202 firstly enters the first slope (i.e. the sewage inlet pipe section 21) through the sewage inlet 211 and then turns to the second slope (i.e. the blow-off pipe section 22) to be discharged quickly, thereby ensuring that the toilet can blow off sewage better and faster.

In an exemplary embodiment, the angle θ between the central axis of the sewage inlet 211 and the central axis of the sewage inlet 221 is in the range of 75 ° to 85 °, such as 75 °, 80 °, 85 °, on a plane of symmetry of the sewage inlet section 21.

This is also advantageous to prevent the sewage from turning sharply when the sewage is rotated from the sewage inlet pipe section 21 to the sewage discharge pipe section 22, so that the sewage discharge efficiency and the sewage discharge effect are better.

In an exemplary embodiment, the waste pipe section 22 is in circular arc transition with the waste pipe section 21, as shown in fig. 15.

In an exemplary embodiment, the diameter d of the dirt intake 211 is in the range of 55mm to 65mm, as shown in FIG. 15.

The pipe diameter of traditional blow off pipe 2 is generally in 45mm to 50 mm's within range, and the diameter of entering dirty mouthful 211 equals blow off pipe 2's pipe diameter, also is in 45mm to 50 mm's within range. And this scheme will be discharged dirty mouthful 211 diameter d and inject in 55mm to 65 mm's within range (like 55mm, 60mm, 65mm etc.), and dirty mouthful 211 area of advancing obviously increases, and the area of drain 221 is greater than the area of dirty mouthful 211, therefore the pipe diameter increase of whole blow off pipe 2 can promote the blowdown performance of scouring away the pipeline better, also is favorable to practicing thrift blowdown water, realizes the purpose of environmental protection and water conservation. The volume of the sewage discharge port 221 is not changed greatly, so that various factors such as structure, volume, environmental protection and the like are considered.

In an exemplary embodiment, the length of the sewage drain 2 is in the range of 130mm to 140mm, such as 130mm, 132mm, 135mm, 138mm, 140mm, etc.

Most of the length of the traditional siphon pipe is more than 700mm, and the pipe of the sewage discharge pipe 2 in the scheme is obviously shortened. The big pipe diameter cooperation short tube way can make the blowdown performance of blow off pipe 2 of this application embodiment more reliable and more reliable, is difficult for taking place to block up more.

In an exemplary embodiment, the end of the waste pipe section 21 remote from the waste pipe section 22 is further provided with a sealing boss 23 for mounting the sealing member 14, as shown in fig. 13, 14 and 15. The sealing boss 23 is annular, and the inner diameter of the sealing boss 23 is larger than the diameter of the dirt inlet 211.

The arrangement of the sealing boss 23 is convenient for the installation of the sealing element 14, is beneficial to realizing the sealing fit among the sewage discharge pipe 2, the sewage discharge box 1 and the toilet bowl 202, and prevents the leakage of sewage.

In an exemplary embodiment, the outer wall surface of the sealing boss 23 adjacent to the waste discharge opening 221 is connected to the outer wall surface of the waste discharge pipe section 22, as shown in fig. 15.

Thus, the length of the waste pipe section 21 is very small, the portion of the waste pipe section 21 connected to the non-pouring portion 223 of the waste pipe section 22 is even negligible, and the portion connected to the pouring portion 222 of the waste pipe section 22 is substantially circular arc-shaped. Thus, the dirty section 21 generally corresponds to a transition joint. Thus being beneficial to shortening the pipeline length of the sewage discharge pipe 2 and further being beneficial to improving the sewage discharge performance of the sewage discharge pipe 2.

In an exemplary embodiment, the waste box 1 includes a box body 11 and a box cover 12, as shown in fig. 2. The cartridge body 11 is provided with a rotation coupling hole 111 as shown in fig. 2. The box cover 12 is covered and connected with the box body 11. The exhaust system 100 further comprises a drive means 3. The box main body 11 is provided with a connection hole 121, and the soil discharge pipe 2 is provided with a connection part 24. The driving means 3 is connected to the connecting portion 24 through a connecting hole 121 for driving the soil pipe 2 to rotate. The drive means 3 may be a motor.

In an exemplary embodiment, the washing device 4 comprises a liquid inlet pipe 41 and a sprinkling member 42. The liquid inlet pipe 41 is communicated with the pollution discharge box 1. The spraying member 42 is connected to the liquid inlet pipe 41 for spraying the cleaning liquid into the soil discharging box 1.

Like this, feed liquor pipe 41 can feed through with outside washing source (like outside water source), introduces the washing liquid to blowdown box 1, sprays the washing liquid to blowdown box 1 in through spraying 42, plays the cleaning action to blowdown box 1, is favorable to discharging to remain or hang the filth of staying in blowdown box 1 to improve the cleanliness factor of blowdown box 1, improve health and sense organ, improve the use of product and experience the sense.

In an exemplary embodiment, the toilet seat 200 is provided with a flush port 2002 in communication with the basin 202, as shown in fig. 18 and 19. The flush port 2002 may take the form of a pipe fitting that is mounted at a corresponding location on the toilet seat 200 and is in communication with the first outlet of the shunt valve 206 via a conduit.

As shown in fig. 18, 19, 20 and 21, the toilet bowl further includes: a shunt valve 206. The shunt valve 206 is provided with a water inlet, a first water outlet and a second water outlet. One of the first water outlet and the second water outlet is communicated with the water inlet. The water inlet is arranged to be connected with a water source. A first water outlet is provided in communication with the flush port 2002 to supply water to the basin 202. The second water outlet is provided to communicate with the washing device 4 of the soil exhaust system 100 to supply water to the washing device 4.

When the toilet needs to be flushed and drained, the water inlet is communicated with the first water outlet, water enters the flushing port 2002 of the toilet after passing through the water distribution valve 206, then enters the toilet basin 202, enters the drain pipe 2 together with dirt in the basin 202, rotates downwards along with the drain pipe 2 to be discharged out of the drain pipe 2, enters the shifter 2006 along with the dirt through the dirt outlet 112 of the dirt discharge box 1, and finally enters an external dirt discharge channel.

When the flushing sewage discharge is completed, the shunt valve 206 can be switched to another water path to conduct the water inlet with the second water outlet, water enters the cleaning device 4 after passing through the shunt valve 206, and is sprayed to the inside of the sewage discharge box 1 through the cleaning device 4 to clean the inside of the sewage discharge box 1, so that the cleanliness of the sewage discharge box 1 is improved, and the sewage discharge system 100 can keep a good sewage discharge effect.

In addition, before the toilet bowl flushes and discharges sewage, the water inlet can be communicated with the first water outlet, water enters the flushing port 2002 of the toilet bowl after passing through the water distribution valve 206 and then enters the toilet bowl cavity 202, the inner wall surface of the bowl cavity 202 is wetted, sewage can timely slide off in the subsequent flushing and sewage discharging process, and the sewage remained or hung on the inner wall surface of the bowl cavity 202 is reduced.

Before blow off pipe 2 rotates the blowdown, also can switch on water inlet and second delivery port for water gets into belt cleaning device 4 behind shunt valve 206, sprays to blowdown box 1 inside through belt cleaning device 4, moistens the processing to blowdown box 1 internal face, is favorable to follow-up washing in-process filth in time landing, reduces to remain or hang the filth of staying on blowdown box 1 internal face.

Thus, by controlling the selective conduction of the internal waterway of the shunt valve 206, water can be supplied for different functions of the toilet. Compared with the scheme that a plurality of water valves are respectively communicated with the flushing port 2002 and the cleaning device 4, the scheme is favorable for reducing the number of parts and the length of a pipeline of the closestool, so that the structure of the closestool is simplified, and the product cost is reduced.

In an exemplary embodiment, the toilet seat 200 is provided with a plurality of water distribution openings at the top of the basin 202. The flush port 2002 communicates with the basin 202 through a plurality of water diversion ports.

In other words, the top of the toilet seat 200 is provided with a water inlet channel, water enters the water inlet channel through the flushing port 2002, and flows out of the water inlet channel through the plurality of water dividing ports to enter the basin 202, so that the inner wall surface of the basin 202 can be cleaned and wetted, the position of the water sealing surface 2060 of the toilet can be raised, and the gravitational potential energy of the dirt and the liquid in the sewage pipe 2 can be increased.

Because the closestool of this application embodiment, mainly through drive arrangement 3 drive blow off pipe 2 rotary motion downwards with the filth discharge, the principle mainly relies on the gravitational potential energy and the inertia of whereabouts realization whereabouts blowdown of intraductal filth and liquid, therefore the water that basin 202 top branch mouth provided can play the effect that promotes the blowdown effect, and need not to set up the jet in order to utilize the big rivers of jet to wash the filth into blow off pipe 2 in basin 202 bottom.

Therefore, the closestool provided by the embodiment of the application can cancel the jet orifice at the bottom of the basin cavity 202 and only reserve the water diversion port at the top of the basin cavity 202, and can reduce noise on the premise of ensuring the sewage discharge effect, thereby being beneficial to improving the use experience of a user.

Because the water flowing out from the water diversion port at the top of the basin cavity 202 flows downwards along the inner wall surface of the basin cavity 202, the water flow intensity is relatively low, and the noise is also low; the jet at the bottom of the basin 202 has large water flow and large noise.

It is worth to be noted that, the existing toilet without a water tank or with a water tank basically cleans the inner wall surface of the basin cavity 202 by water flowing out from a water diversion port at the top of the basin cavity 202, discharges excrement by spraying water through a jet orifice at the bottom of the basin cavity 202, and simultaneously generates a siphon function by utilizing an S-shaped pipeline of the ceramic seat body to realize a sewage discharge function. The sewage discharge is mainly characterized in that the S-shaped bent pipe is sprayed with large water flow through the spray opening, so that the use noise is high.

In the toilet provided by the embodiment of the application, the toilet seat body 200 only keeps the water diversion opening (or the cleaning water spraying opening of the brush ring) at the top of the basin cavity 202, and the spraying opening at the bottom of the basin cavity 202 is eliminated, so that the noise of the toilet in the sewage discharge and flushing process can be effectively reduced, and the use experience of a user is improved. And, through the direct blowdown of the upset of drive arrangement 3 control blow off pipe 2, cancelled the S return bend of current hydrocone type closestool, can shorten the blowdown route, realize quick blowdown function, and blowdown effect is good.

In an exemplary embodiment, the toilet further includes: a water storage tank 210 and a water pump 208 as shown in fig. 18 and 19. The input end of the water pump 208 is communicated with the water storage tank 210, and the output end of the water pump 208 is communicated with the water inlet, and is used for pumping the water pump 208 in the water storage tank 210 into the water diversion valve 206.

Therefore, the on-off of the water path in the toilet can be controlled by controlling the on-off of the water pump 208; by controlling the shunt valve 206, the switching of the waterway inside the shunt valve 206 can be controlled, thereby facilitating the realization of automatic control.

In an exemplary embodiment, the toilet seat 200 is provided with a mounting chamber 2004. as shown in fig. 18 and 19, the mounting chamber 2004 is located on the rear side of the basin 202. Located within mounting chamber 2004 are exhaust system 100, at least a portion of diverter valve 206, at least a portion of water storage tank 210, and water pump 208.

Like this, compare in the scheme of establishing storage water tank 210 in closestool pedestal 200 top, the closestool of the embodiment of this application, overall structure is comparatively compact, and the volume is less relatively, both is convenient for store, transport, also can reduce the installation space of closestool, is favorable to reducing the occupation to the bathroom space.

In any one or more of the exemplary embodiments described above, the functions described may be implemented in hardware, software, firmware, or any combination thereof. If implemented in software, the functions may be stored on or transmitted over as one or more instructions or code on a computer-readable medium and executed by a hardware-based processing unit. Computer-readable media may comprise computer-readable storage media corresponding to tangible media, such as data storage media, or communication media including any medium that facilitates transfer of a computer program from one place to another, such as according to a communication protocol. In this manner, the computer-readable medium may generally correspond to a non-transitory tangible computer-readable storage medium or a communication medium such as a signal or carrier wave. A data storage medium may be any available medium that can be accessed by one or more computers or one or more processors to retrieve instructions, code and/or data structures for implementing the techniques described in this disclosure. The computer program product may include a computer-readable medium.

By way of example, and not limitation, such computer-readable storage media can comprise RAM, ROM, EEPROM, CD-ROM or other optical disk storage, magnetic disk storage or other magnetic storage devices, flash memory, or any other medium that can be used to store desired program code in the form of instructions or data structures and that can be accessed by a computer. Also, any connection may be termed a computer-readable medium, and if instructions are transmitted from a website, server, or other remote source using a coaxial cable, fiber optic cable, twisted pair, Digital Subscriber Line (DSL), or wireless technologies such as infrared, radio, and microwave, for example, the coaxial cable, fiber optic cable, twisted pair, Digital Subscriber Line (DSL), or wireless technologies such as infrared, radio, and microwave are included in the definition of medium. It should be understood, however, that computer-readable storage media and data storage media do not include connections, carrier waves, signals, or other transitory (transitory) media, but are instead directed to non-transitory tangible storage media. Disk and disc, as used herein, includes Compact Disc (CD), laser disc, optical disc, Digital Versatile Disc (DVD), floppy disk or blu-ray disc where disks usually reproduce data magnetically, while discs reproduce data optically with lasers. Combinations of the above should also be included within the scope of computer-readable media.

For example, the instructions may be executed by one or more processors, such as one or more Digital Signal Processors (DSPs), general purpose microprocessors, Application Specific Integrated Circuits (ASICs), field programmable logic arrays (FPGAs), or other equivalent integrated or discrete logic circuitry. Thus, the term "processor," as used herein may refer to any of the foregoing structure or any other structure suitable for implementation of the techniques described herein. In addition, in some aspects, the functionality described herein may be provided within dedicated hardware and/or software modules configured for encoding and decoding, or incorporated in a combined codec. Also, the techniques may be fully implemented in one or more circuits or logic elements.

The techniques of the embodiments of the present disclosure may be implemented in a wide variety of devices or apparatuses, including a wireless handset, an Integrated Circuit (IC), or a set of ICs (e.g., a chipset). Various components, modules, or units are described in embodiments of the disclosure to emphasize functional aspects of devices configured to perform the described techniques, but do not necessarily require realization by different hardware units. Rather, as noted above, the various units may be combined in a codec hardware unit or provided by a collection of interoperating hardware units (including one or more processors as noted above) in conjunction with suitable software and/or firmware.

In the description of the present invention, it should be noted that the terms "upper", "lower", "one side", "the other side", "one end", "the other end", "side", "opposite", "four corners", "periphery", "mouth" structure ", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the structures referred to have specific orientations, are configured and operated in specific orientations, and thus, are not to be construed as limiting the present invention.

In the description of the embodiments of the present invention, unless otherwise explicitly specified or limited, the terms "connected," "directly connected," "indirectly connected," "fixedly connected," "mounted," and "assembled" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; the terms "mounted," "connected," and "fixedly connected" may be directly connected or indirectly connected through intervening media, or may be connected through two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Claims

1. A pollution discharge control method is applied to a closestool and is characterized in that the closestool comprises a closestool seat body and a pollution discharge pipe; the sewage discharge pipe is communicated with the sewage discharge outlet of the toilet seat body and can rotate relative to the toilet seat body; the sewage discharge pipe is set to be switched between a standby state and a sewage discharge state through rotation, a water seal can be formed in the closestool in the standby state, and the height of the water seal of the closestool can be increased when the sewage discharge pipe is switched to the sewage discharge state through rotation;

the pollution discharge control method comprises the following steps:

controlling the sewage discharge pipe to be switched from the standby state to the sewage discharge state so as to increase the water seal height of the closestool;

and controlling the sewage discharge pipe to rotate downwards so as to discharge the sewage.

2. The pollution discharge control method according to claim 1, wherein the pollution discharge pipe is configured to rotate between a standby position, a pollution discharge initial position, and a pollution discharge position;

the control blow off pipe by standby state switches to blow off state to increase the water seal height of closestool includes:

controlling the sewage discharge pipe to rotate upwards from the standby position to the initial sewage discharge position, and raising the position of the lowest point of a sewage discharge outlet of the sewage discharge pipe so as to switch the sewage discharge pipe from the standby state to the sewage discharge state;

the control the blow off pipe rotates downwards to the discharge filth, includes:

and controlling the sewage discharge pipe to rotate downwards from the initial sewage discharge position to the sewage discharge position so as to discharge the sewage.

3. The pollution discharge control method according to claim 2, wherein a plane passing through the rotation axis of the pollution discharge pipe and perpendicularly bisecting the pollution inlet of the pollution discharge pipe is in a vertical state when the pollution discharge pipe is in the initial position of the pollution discharge.

4. The soil drainage control method of claim 2, wherein the rotation angle of the soil drainage pipe from the standby position to the initial position of the soil drainage is in the range of 10 ° to 20 °.

5. The emission control method according to claim 2,

the sewage discharge pipe rotates from the initial sewage discharge position to the sewage discharge position, and the rotation angle of the sewage discharge pipe is within the range of 100-120 degrees.

6. The soil drainage control method of claim 2, wherein a rotational direction in which the soil drainage pipe is rotated from the standby position to the initial position of the soil drainage is opposite to a rotational direction in which the soil drainage pipe is rotated from the initial position of the soil drainage to the initial position of the soil drainage.

7. The pollution discharge control method as claimed in claim 2, wherein the sewage discharge outlet of the sewage discharge pipe is directed horizontally upward when the sewage discharge pipe is in the initial position of the pollution discharge.

8. The soil exhaust control method as claimed in any one of claims 1 to 7, wherein after the process of controlling the soil exhaust pipe to be rotated downward to exhaust the soil, the soil exhaust control method further comprises:

9. The pollution discharge control method according to claim 8, wherein the pollution discharge period is in a range of 4s to 13 s.

10. The pollution discharge control method according to claim 9, wherein the pollution discharge period is in a range of 4s to 8 s.

11. The pollution discharge control method according to any one of claims 1 to 7, wherein the water seal height of the toilet bowl is greater than or equal to 50mm when the pollution discharge pipe is in the standby state.

12. An emissions control device comprising a processor and a memory having stored thereon a computer program which, when executed by the processor, carries out the steps of the emissions control method according to any one of claims 1 to 11.

13. A toilet comprising the waste control device as claimed in claim 12.