Patent Grant
10808357
The present invention relates to a dredging slurry system with a pulp tank and a controlling method of the same, and in particular, is related to a field of a paper pulp molding technology.
Firstly, please refer to a Taiwanese utility model publication number M513,896 where a conventional design adopted for a pulp tank has several features as below. 1. Regarding “Overflow”, in the conventional dredging slurry system with a pulp tank, it needs to continuously add a slurry into the conventional pulp tank and thereby make the slurry partially overflowed through a pipeline to the outside of the pulp tank; 2. Regarding “Reflow”, the overflowed slurry as mentioned above would be collected for further adding into the pulp tank again through another pipeline; and 3. Regarding “Stirring”, the slurry is continuously overflowing and reflowing in cycles, hence, for avoiding uneven distribution of pulp-fiber concentration in the overflowing and/or reflowing slurry, wherein the uneven concentration of the slurry need to be stably maintained by continuously blowing the air into the slurry to mix, with a pumping equipment (such as pumps). However, because the conventional dredging slurry system with the pulp tank requires at least an overflow output pump (for extraction of the overflowed slurry with electric driven pumps), a reflowing bucket (for reloading the overflowed slurry thereto), and a reflowing pipeline (for conveying the overflowed slurry) and an electric drive reflowing pump (for re-adding the slurry stored in the reflowing bucket into the pulp tank) and an electric air pumping equipment (for stirring the slurry). These overflow-output slurry pipelines and their associated equipments, and these reflow-input slurry pipelines and their associated equipments constitutes a bidirectional fluid communication between the conventional pulp tank and its exterior, as forming a slurry supply circulation.
However, the slurry supply circulation needs to spend a large amount of the electricity and equipment costs for continuously maintaining both of the overflow and the reflow of the slurries. In the inventor's thoughtfulness, it is expected to reduce the electricity and equipment costs incurred for the conventional dredging slurry system with the pulp tank.
For that, it is required to improve the technical issues how to solve the large electrical and equipment costs spent for the conventional dredging slurry system with the pulp tank.
Accordingly, it is essential to provide a dredging slurry system with a pulp tank and a controlling method of the system, so as to solve the technical issues of the above-mentioned conventional art.
In order to solve the aforementioned technical problems of the conventional art, an objective of the present invention is to provide a dredging slurry system with a pulp tank, which has the following advantages, comprising: (1) The pulp tank merely has an unidirectional fluid communication to its exterior thereof, so that it is capable to removing therefrom a number of pipelines and equipment relative to the overflows and reflows of the slurries, which are required to form the slurry supply circulation of the conventional art with the bidirectional fluid communication to the exterior of the pulp tank, and at the same time, the electricity cost and the equipment cost can be minimized; and (2) By the present invention, the dredging slurry system with the pulp tank can efficiently add the slurry as needed, instead of non-stopping the continuity of supplying the slurries in the conventional art, and can also remove the pumping equipment therefrom, thereby further reducing the electricity costs and the equipment costs.
In order to achieve the objective, the present invention provides a dredging slurry system with a pulp tank, which is applied for a paper pulp molding equipment. The dredging slurry system comprises the pulp tank, a dredging-slurry die base, an activating unit, a slurry-physical-feature detection unit, at least one inflow unit and a control unit.
The pulp tank is constructed of a plurality of tank walls which jointly define a storage space for storing a slurry therein. The dredging-slurry die base is disposed with at least one dredging die.
During a plurality of different stages, the activating unit is used for driving the dredging-slurry die base to descend until the at least one dredging die is sunk below a liquid-surface of the slurry within the pulp tank and thereby dredging a portion of the slurry into the at least one dredging die, or the activating unit is used for driving the dredging-slurry die base to ascend from below the slurry-liquid-surface until above the slurry-liquid-surface.
The slurry-physical-feature detection unit is configured to detect at least one physical feature of the slurry within the pulp tank during the plurality of different stages, and to output a physical feature data corresponding to the at least one physical feature.
The at least one inflow unit is used for selectively pouring a newly-added slurry into the pulp tank through at least one inlet of the pulp tank.
The control unit is configured to activate on driving of the at least one inflow unit, for pouring the newly-added slurry into the pulp tank, when the physical feature data meets with a first condition, and to activate off driving of the at least one inflow unit, for ceasing pouring the newly-added slurry into the pulp tank, when the physical feature data meets with a second condition.
In a preferred embodiment, the slurry-physical-feature detection unit is at least one pressure meter, the at least one physical feature is a liquid pressure of the slurry within the pulp tank, the physical feature data is a real slurry liquid pressure value.
In a preferred embodiment, the first condition is that the real slurry liquid pressure value is less than a first preset slurry liquid pressure value, and the second condition is that the real slurry liquid pressure value is larger than or equal to the first preset slurry liquid pressure value.
In a preferred embodiment, the control unit generates a real slurry-liquid-surface level value according to the real slurry liquid pressure value, the first condition is that the real slurry-liquid-surface level value is less than a first preset slurry-liquid-surface level value, and the second condition is that the real slurry-liquid-surface level value is larger than or equal to the first preset slurry-liquid-surface level value.
In a preferred embodiment, the slurry-physical-feature detection unit is at least one depth detector, the at least one physical feature is a slurry-liquid-surface level of the slurry within the pulp tank, the physical feature data is a real slurry-liquid-surface level value.
In a preferred embodiment, the first condition is that the real slurry-liquid-surface level value is less than a first preset slurry-liquid-surface level value, and the second condition is that the real slurry-liquid-surface level value is larger than or equal to the first preset slurry-liquid-surface level value.
In a preferred embodiment, after the control unit activates off driving of the at least one inflow unit, for ceasing pouring the newly-added slurry into the pulp tank, the control unit controls the activating unit to drive the dredging-slurry die base to descend until the at least one dredging die is sunk below a liquid-surface of the slurry within the pulp tank, for dredging a portion of the slurry into the at least one dredging die.
In a preferred embodiment, the dredging slurry system with the pulp tank, further comprises a vacuum device fluid-communicated to the dredging-slurry die base, wherein the control unit controls the vacuum device to evacuate a solvent contained in the slurry dredged in the at least one dredging die of the dredging-slurry die base by a vacuum pressure, except only retaining a solid matter contained in the slurry within the at least one dredging die.
In a preferred embodiment, an error value between dried weights of the solid matter retained in each two of the at least one dredging die, in relation to a desired weight, is within plus or minus 3%.
In a preferred embodiment, when the physical feature data meets with a third condition, the control unit controls the activating unit to drive the dredging-slurry die base to ascend above the slurry-liquid-surface.
In a preferred embodiment, the third condition is that the slurry-liquid-surface level value is less than or equal to a second preset slurry-liquid-surface level value and/or a capacity of the evacuated solvent is equal to a preset capacity.
In a preferred embodiment, the pulp tank merely has a unidirectional fluid communication to an exterior thereof, by means of arrangement of the at least one inflow unit.
In order to achieve the object, the present invention provides a controlling method for a dredging slurry system with a pulp tank, which is applied for a paper pulp molding equipment. The controlling method comprises the following steps of: firstly a slurry-physical-feature detection unit detecting at least one physical feature of a slurry within the pulp tank during a plurality of different stages, and thereby outputting a physical feature data corresponding to the at least one physical feature; then, a control unit activates on driving of at least one inflow unit to pour a newly-added slurry into the pulp tank, when the control unit determines that the physical feature data meets with a first condition; then, the control unit activating off driving of the at least one inflow unit, for ceasing pouring the newly-added slurry into the pulp tank, when the control unit determines that the physical feature data meets with a second condition.
In a preferred embodiment, after the control unit activates off driving of the at least one inflow unit, for ceasing pouring the newly-added slurry into the pulp tank, an activating unit is controlled by the control unit, for driving a dredging-slurry die base to descend until at least one dredging die of the dredging-slurry die base is sunk below a liquid-surface of the slurry within the pulp tank, for dredging a portion of the slurry into the at least one dredging die.
In a preferred embodiment, the control unit controls a vacuum device evacuates a solvent contained in the slurry dredged in the at least one dredging die of the dredging-slurry die base by a vacuum pressure, except only retaining a solid matter contained in the slurry within the at least one dredging die, wherein the vacuum device is fluid-communicated to the dredging-slurry die base, and then the control unit controls the activating unit to drive the dredging-slurry die base to ascend above the slurry-liquid-surface when the physical feature data meets with a third condition.
In a preferred embodiment, the physical feature data is a real slurry-liquid-surface level value, the first condition is that the real slurry-liquid-surface level value is less than a first preset slurry-liquid-surface level value, the second condition is that the real slurry-liquid-surface level value is larger than or equal to the first preset slurry-liquid-surface level value, and the third condition is that the slurry-liquid-surface level value is less than or equal to a second preset slurry-liquid-surface level value and/or a capacity of the evacuated solvent is equal to a preset capacity.
In a preferred embodiment, the physical feature data is a real slurry liquid pressure value, the first condition is that the real slurry liquid pressure value is less than a first preset slurry liquid pressure value, the second condition is that the real slurry liquid pressure value is larger than or equal to the first preset slurry liquid pressure value, and the third condition is that the slurry liquid pressure value is less than or equal to a second preset slurry liquid pressure value and/or a capacity of the evacuated solvent is equal to a preset capacity.
The advantageous effects provided by the present invention are that: compared with the conventional art, the present invention adopts significant technical solutions without reflow and stirring for the slurry, which has below advantages that: 1. By completely removing equipments required for reflow, the electricity costs and equipment costs both are minimized; 2. By changing the timings of newly-adding the slurry, a pumping equipment can be removed to further reduce the electricity cost.
The technical proposals in the embodiments of the present invention will be clearly and completely described in the following with reference to the accompanying drawings of the embodiments of the present invention. It is apparent that the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments of the present invention. The scope of the claims is not limited to the embodiments described, but is defined by the claims. All other embodiments are obtained by a person of ordinary skill in the art based on the embodiments of the present invention without creative efforts are within the scope of the present invention.
The pulp tank 110 is constructed of a plurality of tank walls 120 which jointly define a storage space 116 for storing a slurry 114 therein. The at least one inflow unit 142 are formed on the plurality of tank walls, and further there is an opening (unlabeled) formed on top of the pulp tank 110. At least one dredging die 122 is fixedly disposed within the dredging-slurry die base 120. The at least one dredging die 122 is replaceable according to different products (different products have different shapes, thicknesses, etc.). When the dredging-slurry die base 120 passes through the opening of the pulp tank 110, the at least one dredging die 122 is sunk into the pulp tank 110, for dredging the slurry 114 therein. In another preferred embodiment, the at least one dredging die comprises a plurality of dredging dies which are evenly disposed inside the dredging-slurry die base 120. In still another preferred embodiment, a plurality of through holes are formed inside the at least one dredging die 122 to assist the vacuum device 170 to accelerate the extraction of a solvent 118 (such as a water) contained in the slurry 144, except only retaining a solid matter 119 (such as pulp fibers) contained in the slurry 114 inside the at least one dredging die 122.
In a preferred embodiment, the slurry 114 can be composed of water, fibers, and some chemical agents, and the herein-called solvent 118 generally comprises the water. For example, the slurry 114 mentioned in the preferred embodiment comprises a water-based solvent 118, and a “paper pulp” which composed of a pulp-fiber-based solid matter 119 and a chemical agent (e.g. a leveling agent). Hence, the slurry 114 is not limited to contain only pulp fibers but may also be a heterogeneous slurry composed of different solvents 118 (such as a volatile solvent, etc.) and other solid matters 119 (such as plastic fibers, glass fibers, etc.).
During a plurality of different stages (as shown in
The slurry-physical-feature detection unit 130 is configured to regularly or irregularly detect at least one physical feature 135 of the slurry 114 within the pulp tank 110, during a plurality of different stages, and then outputs a physical feature data 155, corresponding to the at least one physical feature 135, via a wire or wireless.
The at least one inflow unit 140 is configured to pour a newly-added slurry 144 into the storage space 116 of the pulp tank 110 via the at least one inlet 142 of the pulp tank 110. In a preferred embodiment, the at least one inflow unit 140 can be one or a combination of an adjustable valve, a switch, and a pump. It should be particularly noted herein that the newly-added slurry 144 and the slurry 114 have substantially the same composition, and respectively use different component reference numerals herein in order to clearly understand that the newly-added slurry 144 is poured into the storage space 116 of the pulp tank 110 via the at least one inflow unit 140, and the slurry 114 is originally stored in the storage space 116 of the pulp tank 110. By the arrangement of the at least one inflow unit 140, the pulp tank 110 can be accomplished with only one unidirectional fluid communication to the exterior thereof. Briefly, the present invention provides technical advantages that: the newly-added slurry 144 is conveyed only along a single direction from the at least one inflow unit 140 into the pulp tank 110, instead of bidirectional fluid-communication to the exterior of the pulp tank, so that the related pipelines and equipment used in the conventional art (such as overflows and reflows required for the slurry supply circulation) can be removed, thereby minimizing its electricity and equipment costs.
The control unit 150 is configured to activate on driving of the at least one inflow unit 140, for pouring a newly-added slurry 144 into the pulp tank 110, when the physical feature data 155 meets with a first condition, and to activate off the driving of the at least one inflow unit 140, for ceasing pouring the newly-added slurry 144 into the pulp tank 110, when the physical feature data 155 meets with a second condition. In a preferred embodiment, the control unit 150 is a programmable controller for determining whether the physical feature data 155 is consistent with the first condition or the second condition such that the control unit 150 further controls the driving of the at least one inflow unit 140, for pouring or ceasing the pouring of the newly-added slurry 144 into the pulp tank 110. Briefly, the slurry dredging system with the pulp tank 100 in accordance with the present invention provides the technical advantages that: by primarily determining the physical feature data 155 (e.g., whether the slurry 114 reaches a sufficient liquid level or liquid pressure) of the slurry 114 within the pulp tank 110, it is decided whether to necessarily add the newly-added slurry 144, instead of continuously supplying the newly-added slurry 144, thereby removing the air pumping equipment used in the conventional art, for further reducing the electricity and equipment cost.
In the actuation control, after the control unit 150 receives the physical feature data 155 output by the slurry-physical-feature detection unit 130, the control unit 150 respectively sends a corresponding command to the at least one inflow unit 140, the activating unit 160 and the vacuum device 170, for respectively performing corresponding required operations, as described below.
After the control unit 150 determines that the physical feature data meets with the second condition and thereby activates off the driving of the at least one inflow unit 140, for ceasing pouring the newly-added slurry 144 into the pulp tank 110, the control unit 150 controls the activating unit 160 for driving the dredging-slurry die base 120 to descend until the at least one dredging die 122 is sunk below the slurry-liquid-surface 115 of the slurry 114 within the pulp tank 110, for dredging a portion of the slurry 114 into the at least one dredging die 122.
The vacuum device 170 is fluid-communicated to the dredging-slurry die base 120. After the dredging-slurry die base 120 is descended unit the at least one dredging die 122 is sunk below the slurry-liquid-surface 115 of the slurry 114 within the pulp tank 110, for dredging a portion of the slurry 114 into the at least one dredging die 122, the control unit 150 controls the vacuum device 170 to evacuate a solvent 118 contained in the slurry 114 dredged within the at least one dredging die 122 of the dredging-slurry die base 120 by a vacuum pressure, except only retaining a solid matter 119 contained in the slurry 114 in the at least one dredging die 122.
Preferably, see a Table 1 below, which shows a statistic table of the dried weights (i.e. completely-dried solid weights) of the solid matters 119 in each of the at least one dredging die 122 after three-time operations of the dredging slurry system 100 with the pulp tank 110 of the present invention. In the table 1, twelve pieces of dredging dies 122 (as the respective dredging dies A to L) are respectively disposed within one dredging-slurry die base 120. It is assumed that an ideal dried weight of the solid matter 119 of the respective dredging die 122 is 70 grams. For example, in the first operation, the dried weight of the solid matter 119 inside the dredging die A is 71.2 grams, and the dried weight of the solid matter 119 of the dredging die G is 70.6 grams, and an error value between the two dried weights in relation to the ideal dried weight is 0.8% (i.e., the error value=(71.2−70.6)/70). According to the experiment in the Table 1 below, the error value between the dried weight of the solid matter 119 obtained by each two of the dredging dies (A˜L) can be conservatively controlled within plus or minus 3%. It means that the dredging slurry system 100 with the pulp tank 110 of the present invention is capable of reducing the difference between the dried weights of the solid matters 119 of different dredging dies (A˜L) in each of the dredging-slurry die base 120, in relation to an ideal dried weight. However, the ideal dried weights of the solid matters 119 are changeable depending on demands for different products.
In a preferred embodiment, the slurry-physical-feature detection unit 130 is configured to be a depth detector, the at least one physical feature 135 is a real slurry-liquid-surface level value H0 of the slurry 114 within the pulp tank 110, the physical feature data 155 means the real slurry-liquid-surface level value H0 (For the sake of convenience, the component numeral H0 of the real slurry-liquid-surface level value is used as the component numeral of the real slurry-liquid-surface level value, and so on). In a preferred embodiment, the slurry-physical-feature detection unit 130 can be an Infrared sensor. In another preferred embodiment, the slurry-physical-feature detection unit 130 can be a pressure meter, and the at least one physical feature that is detected is a real liquid pressure value of the slurry 114 within the pulp tank 110. Furthermore, the control unit 150 can calculate the real liquid pressure level to derive a corresponding real slurry-liquid-surface level value. With pre-programming of the control unit 150, the first condition is that the real slurry-liquid-surface level value H0 is less than a first preset slurry-liquid-surface level value H1, and the second condition is that the real slurry-liquid-surface level value H0 is larger than or equal to the first preset slurry-liquid-surface level value H1.
In another preferred embodiment, the slurry-physical-feature detection unit 130 can be a pressure meter, the at least one physical feature 135 is a liquid pressure of the slurry 114 within the pulp tank 110, and the physical feature data 155 is a real slurry liquid pressure value. In another preferred embodiment, the slurry-physical-feature detection unit 130 can be a depth detector (such as Infrared sensor), the at least one physical feature 135 that is detected is a liquid pressure of the slurry 114 within the pulp tank 110, and the physical feature data 155 is the real slurry-liquid-surface level value H0. It is possible to derive the corresponding real slurry liquid pressure value with respect to the real slurry-liquid-surface level value H0 by the control unit 150. With pre-programming of the control unit 150, the first condition is that the real slurry liquid pressure value is less than a first preset slurry liquid pressure value, and the second condition is that the real slurry liquid pressure value is larger than or equal to the first preset slurry liquid pressure value.
In a preferred embodiment, when the physical feature data 155 meets with a third condition, the control unit 150 controls the activating unit 160, for driving the dredging-slurry die base 120 to ascend above the slurry-liquid-surface 115. With pre-programming of the control unit 150, the third condition is that the real slurry-liquid-surface level value H0 is less than or equal to a second preset slurry-liquid-surface level value H2 (see
It should be particularly noted that the real slurry-liquid-surface level value H0 detected by the slurry physical feature detecting unit 130 during the different stages (see
Please further refer to
In the first stage as shown in
In the second stage as shown in
In the third stage as shown in
In the fourth stage as shown in
For example, the real slurry-liquid-surface level value is decreased from 1.5 meter (the real slurry-liquid-surface level value H0) to 1.0 meter (the second preset slurry-liquid-surface level value H2) and/or a capacity of the evacuated solvent 118 is equal to 150 liters, then the dredging process is determined to be finished. It is possible to apply two determining methods or only one method. In
In the fifth stage as shown in
The controlling method is described below. Firstly, in a performed step S01, a slurry-physical-feature detection unit 130 detects at least one physical feature 135 of a slurry 114 of a pulp tank 110 during a plurality of different stages, and thereby outputting a physical feature data 155 corresponding to the at least one physical feature 135. It is noted that the slurry-physical-feature detection unit 130 of the present embodiment could be a depth detector and/or a pressure meter.
Next, in a performed step S02, a control unit 150 activates on driving of at least one inflow unit 140, for pouring the newly-added slurry 144 into the pulp tank 110, when the control unit 150 determines that the physical feature data 155 meets with a first condition; and next, the control unit 150 activates off the driving of the at least one inflow unit 140, for ceasing pouring the newly-added slurry 144 into the pulp tank 110, when the control unit 150 determines that the physical feature data 155 meets with a second condition. In one preferred embodiment, the physical feature data 155 is a real slurry-liquid-surface level value H0, the first condition is that the real slurry-liquid-surface level value H0 is less than a first preset slurry-liquid-surface level value H1, and the second condition is that the real slurry-liquid-surface level value H0 is larger than or equal to the first preset slurry-liquid-surface level value H1. In another preferred embodiment, the physical feature data 155 is a real slurry liquid pressure value, the first condition is that the real slurry liquid pressure value is less than a first preset slurry liquid pressure value, and the second condition is that the real slurry liquid pressure value is larger than or equal to the first preset slurry liquid pressure value. For example, taking the slurry-physical-feature detection unit 130 as a depth detector, the control unit 150 decides whether to add a portion of the newly-added slurry 144 according to the slurry-liquid-surface level values H0, H3 and H4, instead of continuously adding and reflowing the slurry 114; hence, a certain-level intellectualization can be achieved, thereby removing the slurry supply circulation used in the conventional art, and then decreasing the consumption of electricity.
The controlling method is described below. Firstly, in the performed step S01, a slurry-physical-feature detection unit 130 detects at least one physical feature 135 of slurry 114 of a pulp tank 110 during a plurality of different stages, and thereby outputting a physical feature data 155 corresponding to the at least one physical feature 135. It is noted that the slurry-physical-feature detection unit 130 of the present embodiment could be a depth detector and/or a pressure meter. In other words, the at least one physical feature 135 means a level, and the slurry-physical-feature detection unit 130 of the present embodiment is used to detect a liquid-surface level of the slurry 114 within the pulp tank 110.
Next, in a performed step S021, a control unit 150 is used to determine whether the physical feature data 155 meets with the first condition or the second condition. In other words, the control unit 150 determines whether the level is lower than a first preset slurry-liquid-surface level value H1 or not. If the physical feature data 155 meets with the first condition, a step S022 is performed, which comprises: the control unit 150 activating on driving of at least one inflow unit 140, for pouring the newly-added slurry 144 into the pulp tank 110.
Next, performing the step S021 again, if the physical feature data 155 still meets with the first condition, the step S022 is continuously performed; otherwise, a step S023 is performed, which comprises: the control unit 150 activating off the driving of the at least one inflow unit 140, for ceasing pouring the newly-added slurry 144 into the pulp tank 110. In one preferred embodiment, the physical feature data 155 is a real slurry-liquid-surface level value H0, the first condition is that the real slurry-liquid-surface level value H0 is less than a first preset slurry-liquid-surface level value H1, and the second condition is that the real slurry-liquid-surface level value H0 is larger than or equal to the first preset slurry-liquid-surface level value H1. In another preferred embodiment, the physical feature data 155 is a real slurry liquid pressure value, the first condition is that the real slurry liquid pressure value is less than a first preset slurry liquid pressure value, and the second condition is that the real slurry liquid pressure value is larger than or equal to the first preset slurry liquid pressure value.
Next, in a step S030 after performing the step S023, the control unit 150 controls an activating unit 160 to drive a dredging-slurry die base 120 to descend until at least one dredging die 122 of the dredging-slurry die base 120 is sunk below a slurry-liquid-surface 115 of the slurry 114 within the pulp tank 110, for dredging a portion of the slurry 114 into the at least one dredging die 122; meanwhile, the real slurry-liquid-surface level value will be gradually raised from H0 to H3 (as shown in
Next, in a performed step S040, the control unit 150 controls a vacuum device 170 to evacuate a solvent 118 contained in the slurry 114 dredged within the at least one dredging die 122 of the dredging-slurry die base 120 by a vacuum pressure, except only retaining a solid matter 119 contained in the slurry 114 within the at least one dredging die 122, wherein the vacuum device 170 is fluid-communicated to the dredging-slurry die base 120. Take a depth detector as an example, when the solvent 118 contained in the slurry 114 is evacuated, the real slurry-liquid-surface level value will gradually fall down from H3 (as shown in
Next, in a performed step S050, when the control unit determines that the physical feature data 155 meets with a third condition, the control unit 150 controls the activating unit 160 to drive the dredging-slurry die base 120 to ascend until the at least one dredging die 122 along with the solid matter 119 dredged by itself are moved above the slurry-liquid-surface 155. In the embodiment, the third condition is that the slurry-liquid-surface level value is less than or equal to a second preset slurry-liquid-surface level value and/or a capacity of the evacuated solvent is equal to a preset capacity. As shown in
As described above, although the present invention has been described with the preferred embodiments thereof, those skilled in the art will appreciate that various modifications, additions, and substitutions are possible without departing from the scope and the spirit of the invention. Accordingly, the scope of the present invention is intended to be defined only by reference to the claims.
| Number | Date | Country | Kind |
|---|---|---|---|
| 108101155 A | Jan 2019 | TW | national |
| Number | Name | Date | Kind |
|---|---|---|---|
| 20040013830 | Nonomura | Jan 2004 | A1 |
| 20160168800 | Kuo | Jun 2016 | A1 |
| 20160244917 | Kuo | Aug 2016 | A1 |
| 20160348314 | Kuo | Dec 2016 | A1 |
| 20190194870 | Kuo | Jun 2019 | A1 |
| 20190284764 | Kuo | Sep 2019 | A1 |
| Number | Date | Country |
|---|---|---|
| M513896 | Dec 2015 | TW |
| Number | Date | Country | |
|---|---|---|---|
| 20200224366 A1 | Jul 2020 | US |
