WO2019156012A1 - Water treatment device - Google Patents

Water treatment device Download PDF

Info

Publication number
WO2019156012A1
WO2019156012A1 PCT/JP2019/003801 JP2019003801W WO2019156012A1 WO 2019156012 A1 WO2019156012 A1 WO 2019156012A1 JP 2019003801 W JP2019003801 W JP 2019003801W WO 2019156012 A1 WO2019156012 A1 WO 2019156012A1
Authority
WO
WIPO (PCT)
Prior art keywords
water
channel
drug
flow path
water flow
Prior art date
Application number
PCT/JP2019/003801
Other languages
French (fr)
Japanese (ja)
Inventor
太輔 五百崎
真二郎 野間
廣田 達哉
藤田 浩史
ゆうこ 丸尾
真治 西尾
Original Assignee
パナソニックIpマネジメント株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by パナソニックIpマネジメント株式会社 filed Critical パナソニックIpマネジメント株式会社
Priority to JP2019570728A priority Critical patent/JPWO2019156012A1/en
Publication of WO2019156012A1 publication Critical patent/WO2019156012A1/en

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D35/00Filtering devices having features not specifically covered by groups B01D24/00 - B01D33/00, or for applications not specifically covered by groups B01D24/00 - B01D33/00; Auxiliary devices for filtration; Filter housing constructions
    • B01D35/02Filters adapted for location in special places, e.g. pipe-lines, pumps, stop-cocks
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/50Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment

Definitions

  • the present disclosure relates to a water treatment apparatus including a chemical supply unit and a filtration unit.
  • a chemical supply unit may be disposed upstream of the filtration unit.
  • sterilization treatment and oxidation treatment of the water to be treated are performed by the chemicals supplied from the chemical supply unit to the water to be treated, such as ozone or a chlorine agent.
  • medical agent flows into a filtration part, and the to-be-processed water filtration process is performed.
  • the backwashing water passes through the chemical supply unit, and then the backwashing water is used. It flows downstream of the filtration part via the flow path. Thereafter, the water for backflow cleaning flows from the downstream side of the filtration unit to the upstream side of the filtration unit in a direction opposite to the direction of water flow during normal use.
  • backwashing water flows not only into the filtration unit but also into the chemical supply unit.
  • the chemicals are discharged from the outlet together with the water for backwashing. This water for backwashing is discharged from the outlet.
  • the filtration unit performs cleaning using the medicine by flowing the medicine-treated water containing the medicine supplied from the upstream medicine supply unit. Already applied to the filter media. Therefore, if the chemical-treated water mixed with the chemical is supplied to the filtration unit even during backwashing, the chemical is wasted.
  • the present disclosure has been made in view of such problems of the conventional technology. And the objective of this indication is providing the water treatment apparatus which can suppress that a chemical
  • a water treatment apparatus configured to receive raw water from the raw water flow path that guides raw water and the raw water flow path, and supplies a chemical to the raw water A chemical supply water channel that guides the chemical-treated water supplied with the chemical flowing out from the chemical supply unit, and the chemical-treated water flowing through the chemical-treated water flow channel.
  • a filtration unit having a filter medium for filtering the chemical-treated water, a filtered water channel for guiding the filtered water that has flowed out of the filtration unit, and the raw water flow
  • a backwashing water channel that is connected to the channel and the filtered water channel and guides water for backwashing from the raw water channel to the filtered water channel, and a connection part between the raw water channel and the backwashing water channel Provided in front of the raw water flow path
  • a second normal state that is provided at a connection portion between the switching valve, the filtered water flow path, and the backwash water flow path, and that guides the filtered water from the filtration section to the outlet, and the backwash water flow path
  • a second switching valve that is switched to one of the second back-flow cleaning states that guides the water for back-flow cleaning to the filtration unit via the filtered water flow path, and the chemical-treated water flow path.
  • a drain-off valve which is switched on or is provided with a.
  • a water treatment apparatus includes a raw water channel that guides raw water, a chemical supply unit that is provided so that the raw water flows from the raw water channel, and supplies a chemical to the raw water, and the chemical A drug-treated water channel for guiding the drug-treated water supplied with the drug flowing out from the supply unit; and the drug-treated water channel configured to receive the drug-treated water flowing in the drug-treated water channel.
  • a filtration part having a filtering material for subjecting the water to filtration, a filtered water flow path for guiding filtered water that has flowed out of the filtration part, the raw water flow path, and the filtered water flow path; Connected to the raw water flow path, the reverse flow cleaning water flow path for guiding the water for back flow cleaning from the raw water flow path to the filtered water flow path, and a connecting portion between the raw water flow path and the reverse flow cleaning water flow path, The raw water is guided to the medicine supply unit from A switching valve that is switched to a normal state and a backwashing state that guides the water for backwashing from the raw water channel to the backwashing water channel, and the filtered water channel and the backwashing water channel.
  • a backwashing on / off valve for switching backwashing that switches the backwashing water from the backwashing water channel to the filtration unit via the filtered water channel to the backwashing closed state, and the chemical treatment A closed state for normal use for guiding the drug-treated water flowing through the drug-treated water flow path to the filtration unit, and a flow through the drug-treated water flow path.
  • the backwash water Serial and discharge passage for drainage off valve is switched to either an open state for backwash leading to outlet, and a.
  • the water treatment apparatus of the first aspect or the second aspect of the present disclosure it is possible to suppress the wasteful consumption of the chemical by the backwashing.
  • FIG. 1 It is a schematic diagram for demonstrating the normal use state of the water treatment apparatus of Embodiment 1.
  • FIG. It is a schematic diagram for demonstrating the backwashing state of the water treatment apparatus of Embodiment 1.
  • FIG. It is sectional drawing for demonstrating an example of the chemical
  • FIG. It is sectional drawing for demonstrating an example of the filtration part of the water treatment apparatus of Embodiment 1.
  • FIG. It is a schematic diagram for demonstrating the water treatment apparatus of the 1st modification of Embodiment 1.
  • FIG. It is a schematic diagram for demonstrating the water treatment apparatus of the 2nd modification of Embodiment 1.
  • FIG. It is a schematic diagram for demonstrating the water treatment apparatus of Embodiment 2.
  • FIG. It is a schematic diagram for demonstrating the water treatment apparatus of Embodiment 3.
  • Embodiment 1 The water treatment apparatus 1000 of Embodiment 1 is demonstrated using FIG. 1 and FIG.
  • the water treatment apparatus 1000 includes a raw water flow channel 10, a chemical supply unit 100, a chemical-treated water flow channel 20, a filtration unit 200, and a filtered water flow channel 40. .
  • the water treatment apparatus 1000 includes a backwash water flow path 30, a first switching valve V1, a second switching valve V2, and a drainage on-off valve V3.
  • a pump P for pumping up well water is connected to the raw water flow path 10 as shown by a broken arrow in FIG.
  • tap water or other types of water may be used instead of well water.
  • the raw water flow channel 10 guides raw water made of well water or the like to the medicine supply unit 100.
  • the medicine supply unit 100 is provided so as to receive raw water from the raw water flow path 10.
  • the medicine supply unit 100 has a medicine supplied to the raw water therein.
  • the medicine supply unit 100 is provided in a bypass channel connected in parallel to the raw water channel 10 in the branching unit 21 and the junction unit 22.
  • the drug supply unit 100 has a drug tank in which a drug can be put into the container part of the drug supply unit 100.
  • the drug is mixed in the raw water rising from below in the drug supply unit 100. This will be described in detail later using FIG.
  • the medicine-treated water supplied with the medicine flows out from the medicine supply unit 100 to the medicine-treated water flow path 20.
  • the drug-treated water flow path 20 guides the drug-treated water supplied with the drug flowing out from the drug supply unit 100 to the filtration unit 200.
  • the drug is, for example, a chlorine-based drug that releases chlorine ions into raw water. Therefore, the drug has a bactericidal action.
  • the drug may be anything such as a tablet holding a certain shape or a powder that does not have a certain shape.
  • the drug may be made of a liquid or a viscous material.
  • the filtration unit 200 is provided so as to receive chemical-treated water flowing through the chemical-treated water flow path 20 as indicated by a broken-line arrow.
  • the filtration unit 200 includes a filter medium that performs filtration processing on water that has been subjected to chemical treatment.
  • the filter medium is gravel or sand particles.
  • the filtered water flow path 40 guides filtered water that has flowed out of the filtering unit 200 to the outlet 60, for example, a faucet used by the user.
  • the backwash water channel 30 is connected to the raw water channel 10 and the filtered water channel 40.
  • the backwash water flow path 30 guides backflow wash water from the raw water flow path 10 to the filtered water flow path 40 as indicated by the dashed arrows in FIG.
  • the first switching valve V1 is provided at the connection between the raw water flow channel 10 and the backwash water flow channel 30.
  • the first switching valve V1 is a so-called three-way valve.
  • the first switching valve V1 is switched to either the first normal state or the first backflow cleaning state.
  • the first switching valve V ⁇ b> 1 in the first normal state guides raw water from the raw water flow path 10 to the medicine supply unit 100, as indicated by a dashed arrow in FIG. 1.
  • the first switching valve V ⁇ b> 1 in the first backflow cleaning state guides water for backflow cleaning from the raw water flow path 10 to the backflow cleaning water flow path 30, as indicated by a dashed arrow in FIG. 2.
  • the second switching valve V2 is provided at the connection between the filtered water flow path 40 and the backwash water flow path 30.
  • the second switching valve V2 is a so-called three-way valve.
  • the second switching valve V2 is switched to either the second normal state or the second backflow cleaning state.
  • the second switching valve V2 in the second normal state guides the filtered water from the filtering unit 200 to the outlet 60 as indicated by the dashed arrow in FIG.
  • the second switching valve V2 in the second backwashing state is used for backwashing from the backwashing water channel 30 to the filtration unit 200 via the filtered water channel 40, as indicated by a broken arrow in FIG. Guide the water.
  • the drainage on-off valve V3 is provided in the discharge channel 45 connected to the chemical-treated water channel 20.
  • the drainage on-off valve V3 is switched between a closed state and an open state.
  • the drainage on-off valve V3 in the closed state guides the chemical-treated water flowing through the chemical-treated water flow path 20 to the filtration unit 200, as indicated by the dashed arrows in FIG.
  • the drain on-off valve V3 in the open state is configured to discharge the water for backflow cleaning that flows through the chemical-treated water flow path 20 from the discharge port 50 of the discharge flow path 45, as indicated by the dashed arrows in FIG. Lead.
  • the water for backflow cleaning does not pass through the drug supply unit 100. Therefore, wasteful consumption of the drug by backflow cleaning is suppressed.
  • the first switching valve V1, the second switching valve V2, and the drain on / off valve V3 are each manually operated by the user.
  • the user manually switches the first switching valve V1 to the first normal state, switches the second switching valve V2 to the second normal state, and closes the drain on-off valve V3.
  • the water at the time of normal use is the raw water flow path 10, the first switching valve V1, the chemical supply section 100, the chemical-treated water flow path 20, the filtration section 200, as shown by the dashed arrows in FIG. It flows through the filtered water channel 40 and the second switching valve V2 in this order.
  • the filtered water flows out from the tap as the outlet 60 used by the user.
  • the water treatment apparatus 1000 may have a further water treatment unit that performs some further treatment on the filtered water downstream of the filtered water flow path 40.
  • the user manually switches the first switching valve V1 to the first backwashing state, switches the second switching valve V2 to the second backwashing state, and opens / closes the drainage valve.
  • V3 is switched to the open state.
  • the water for backflow cleaning is the raw water flow path 10, the first switching valve V1, the backflow cleaning water flow path 30, the second switching valve V2, the filtered water flow, as shown by the broken arrows in FIG. It flows through the channel 40, the filtration unit 200, the chemical-treated water flow path 20, and the drainage on-off valve V3 in this order.
  • the water for backflow cleaning flows out from the discharge port 50 of the discharge channel 45. That is, the medicine for the medicine supply unit 100 is not supplied to the water for backflow cleaning. That is, no chemical is consumed during backwashing.
  • the switching operation or opening / closing operation of the first switching valve V1, the second switching valve V2, and the drainage opening / closing valve V3 is automatically performed by a control unit and a mechanism that receive a command signal from an operation unit operated by a user. May be executed.
  • the user can perform the backwashing by simply operating the operation unit, for example, by simply touching an icon on the touch panel without manually operating each valve. That is, the first switching valve V1, the second switching valve V2, and the drainage on-off valve V3 are collectively switched to either the normal state or the backflow cleaning state by the control unit. Therefore, the user's operation burden on the first switching valve V1, the second switching valve V2, and the drain on / off valve V3 is reduced.
  • the water treatment apparatus 1000 has a main flow path constituting the raw water flow path 10 from the branching section 21 to the merge section 22, and the main flow path at the branch section 21 and the merge section 22. And a bypass flow path connected in parallel.
  • the medicine supply unit 100 is provided in the bypass channel.
  • the upstream part of the drug supply unit 100 constitutes a part of the raw water channel 10
  • the downstream part of the drug supply unit 100 constitutes a part of the drug-treated water channel 20. To do.
  • the drainage on-off valve V3 is provided between the chemical-treated water flow path 20 where the main flow path and the bypass flow path merge, that is, between the branch portion 21 and the filtration portion 200. According to this, since the water for backflow cleaning does not flow into the raw water flow path 10, the water for backflow cleaning can be reliably prevented from flowing into the medicine supply unit 100.
  • the main flow path from the branching portion 21 to the merging portion 22 of the raw water flow passage 10 may be unnecessary if the amount of raw water flowing into the medicine supply portion 100 is adjusted.
  • the drug supply unit 100 includes a drug tank 121, an introduction channel 111 ⁇ / b> A, a lead-out channel 111 ⁇ / b> C, and a drug container 140 in the container unit 112.
  • the raw water in the medicine supply unit 100 and the water that has been subjected to the medicine treatment are integrally drawn as water W.
  • the chemical tank 121 has a cup-like shape and has a communication hole 121A on the bottom surface thereof.
  • a dispersion material F made of a group of gravel having a thickness t is provided inside the chemical tank 121.
  • the dispersion material F is gravel having dispersed gaps.
  • Dispersant F has a gap that allows raw water to come into contact with medicine CA and that medicine-treated water supplied with medicine CA flows to communication hole 121A.
  • a mesh member 130 is provided between the dispersion material F and the bottom surface of the chemical tank 121.
  • the mesh member 130 suppresses the passage of each particle constituting the dispersion material F, but has a size that allows raw water to pass through.
  • the medicine container 140 has a cylindrical shape and has a medicine CA therein.
  • the drug CA may be a solid, liquid, or viscous material.
  • the bottom of the medicine container 140 is constituted by a permeable membrane 142.
  • the drug CA may be placed directly on the dispersion material F.
  • the permeable membrane 142 transmits the raw water dispersed by the dispersion material F.
  • the pore diameter of the permeable membrane 142 is a size that does not allow the drug CA supported by the permeable membrane 142 to permeate before the raw water passes through the permeable membrane 142 and contacts the drug CA.
  • the pore size of the permeable membrane 142 is large enough to allow the substance constituting the drug CA contained in the drug-treated water to pass through after the raw water passes through the permeable membrane 142 and comes into contact with the drug CA. It is.
  • the introduction channel 111A is connected to the raw water channel 10 and receives the raw water.
  • the introduction flow path 111 ⁇ / b> A is connected to the bottom surface portion from below the bottom surface portion of the medicine tank 121.
  • the raw water passes through the dispersion material F, then permeates the permeable membrane 142, and comes into contact with the chemical CA in the chemical container 140, so that it is treated with chemical. Thereafter, the drug-treated water containing the drug CA passes through the permeable membrane 142 and is mixed into the raw water existing in the gaps in which the dispersion material F is dispersed.
  • the chemical-treated water in the chemical tank 121 passes through the communication hole 121A and falls into the outlet channel 111C below the communication hole 121A.
  • the outlet channel 111C guides the drug-treated water that has flowed down from the inside of the drug tank 121 through the communication hole 121A to the drug-treated water channel 20.
  • the filter unit 200 has a filter medium FL made of sand or gravel spread within the filter unit 200 to a certain height from the bottom of the tank.
  • the chemical-treated water flows from the chemical-treated water flow path 20 into the filtration unit 200, and the filter medium FL is passed through the filtration unit 200. It falls from the top to the bottom to pass.
  • the scum S contained in the chemical-treated water in the filtration unit 200 adheres to the filter medium FL, thereby being removed from the chemical-treated water in the filtration unit 200. Thereafter, the filtered water from which the scum S has been removed flows into the filtered water flow path 40.
  • the water for backflow cleaning that has flowed from the filtered water flow path 40 into the filtration unit 200 flows in the direction opposite to the direction indicated by the arrow in FIG. Therefore, the dirty water for backflow cleaning including the scum S adhering to the filter medium FL flows toward the chemical-treated water flow path 20 and is discharged from the discharge port 50 (see FIG. 2) of the discharge flow path 45. .
  • the filtration unit 200 has a structure as shown in FIG. 4, but any filter may be used as long as it can be backwashed.
  • a water treatment apparatus 1000 according to a first modification of the first embodiment will be described with reference to FIG.
  • a pressure regulating valve that adjusts the pressure of raw water in the main flow path between the branching portion 21 and the merging portion 22 of the raw water flow passage 10. PV is provided. Further, a flow rate adjustment valve FV is provided in the raw water flow channel 10 upstream of the drug supply unit 100 in the bypass flow channel between the branching unit 21 and the merging unit 22.
  • a water treatment apparatus 1000 according to a second modification of the first embodiment will be described with reference to FIG.
  • the water treatment apparatus 1000 of the second modification of the first embodiment has a structure that is substantially the same as the water treatment apparatus 1000 of the first modification.
  • the water treatment apparatus 1000 according to the second modified example is provided with two bypass channels in parallel with the main channel between the branching unit 21 and the junction 22.
  • Two drug supply units 100 are provided in each of the two bypass channels.
  • the two drugs present in the two drug supply units 100 may be of the same type, but may be of different types.
  • the upstream side of the drug supply unit 100 of the two bypass channels is the raw water channel 10. Downstream of the drug supply unit 100 of the two bypass channels is a drug-treated water channel 20.
  • the flow rate adjustment valve FV is provided in the raw
  • a pressure control valve PV is provided in the main flow path between the branching section 21 and the merging section 22 of the raw water flow path 10.
  • an additional valve or the like is provided in at least one of the flow paths of the present embodiment. May be provided.
  • Embodiment 2 The water treatment apparatus 1000 of the present embodiment is almost the same as the water treatment apparatus 1000 of the first embodiment. Hereinafter, the point which the water treatment apparatus 1000 of this Embodiment differs from the water treatment apparatus 1000 of Embodiment 1 is mainly demonstrated.
  • the water treatment apparatus 1000 according to the second embodiment will be described with reference to FIG.
  • the drainage on-off valve V3 is connected to the drug-treated water flow path 20 as a bypass flow path on the downstream side of the drug supply unit 100. It is provided in the discharge channel 45. That is, the drainage on-off valve V3 is provided in the discharge channel 45 connected to the drug-treated water channel 20 between the drug supply unit 100 and the merging unit 22. Also with the water treatment apparatus 1000 of the present embodiment, it is possible to prevent the backflow water from flowing into the chemical supply unit 100.
  • a one-way valve is provided in the main flow path between the branch part 21 and the merge part 22 of the raw water flow path 10.
  • the one-way valve allows the raw water to flow through the main flow path as the raw water flow path 10 from the branching portion 21 to the merging portion 22 in a normal use state.
  • the one-way valve in this case prevents the water for backflow cleaning from flowing into the medicine supply unit 100 from the filtration unit 200 via the junction unit 22 and the branch unit 21 in the backflow cleaning state.
  • the water pressure of the raw water remaining in the raw water flow path 10 from the branching unit 21 to the drug supply unit 100 may be It becomes resistance.
  • the resistance due to the water pressure of the raw water remaining in the raw water flow path 10 suppresses the backwash water from flowing from the merging section 22 to the medicine supply section 100 via the branch section 21. Therefore, the aforementioned one-way valve provided in the main flow path between the branch portion 21 and the merge portion 22 is not an essential configuration.
  • the discharge channel 45 having the drain on-off valve V3 is provided in the water treatment device 1000 of the second modification of the first embodiment shown in FIG. You may be connected to the confluence
  • the water treatment apparatus 1000 of the present embodiment is almost the same as the water treatment apparatus 1000 of the first or second embodiment.
  • the point which the water treatment apparatus 1000 of this Embodiment differs from the water treatment apparatus 1000 of Embodiment 1 or 2 is mainly demonstrated.
  • the water treatment apparatus 1000 of Embodiment 3 is demonstrated using FIG.
  • the water treatment apparatus 1000 includes a back-flow cleaning on-off valve V4 instead of the second switching valve V2 of the water treatment apparatus 1000 according to the first embodiment.
  • the backflow cleaning on-off valve V4 is provided in the filtered water flow path 40 on the downstream side of the filtered water from the connection portion between the filtered water flow path 40 and the backflow cleaning water flow path 30.
  • the backflow cleaning on-off valve V4 is switched to either the normal open state or the backflow cleaning closed state.
  • the normally opened back-flow cleaning on-off valve V4 guides filtered water from the filtering unit 200 to the outlet 60 via the filtered water flow path 40.
  • the backflow cleaning on-off valve V4 in the backflow cleaning closed state guides backflow cleaning water from the backflow cleaning water channel 30 to the filtration unit 200 via the filtered water channel 40. Even with this configuration, the backwash water does not pass through the medicine supply unit 100. Therefore, wasteful consumption of the drug by backflow cleaning is suppressed.
  • the switching valve V1 (same as the first switching valve V1 in the first embodiment), the backflow cleaning on-off valve V4, and the drainage on-off valve V3 are provided by the user.
  • Manually operated by the user manually switches the switching valve V1 to the normal state, switches the backwashing on / off valve V4 to the normal open state, and switches the drainage on / off valve V3 to the normal closed state.
  • the user manually switches the switching valve V1 to the backwashing state, switches the backwashing on / off valve V4 to the backwashing closed state, and opens the drainage on / off valve V3 to the backwashing open state. Switch to.
  • the switching operation or switching operation of the switching valve V1, the backwashing on-off valve V4, and the drainage on-off valve V3 is automatically executed by a control unit and a mechanism that receive a command signal from the operation unit operated by the user. May be.
  • the user can execute the backwash without operating each valve manually only by operating the operation unit. That is, the switching valve V1, the backflow cleaning on-off valve V4, and the drainage on-off valve V3 are collectively switched to either the normal state or the backflow cleaning state by the control unit. Therefore, the user's operation burden on the switching valve V1, the backwashing on / off valve V4, and the drain on / off valve V3 is reduced.
  • the backwashing on / off valve V4 of the present embodiment is different from the backwashing on / off valve V4 in the water treatment of the first modification (see FIG. 5) and the second modification (see FIG. 6) of the first embodiment. It may be used instead of the second switching valve V2 of the device 1000. Moreover, the on-off valve V4 for backflow cleaning of the present embodiment may be used instead of the second switching valve V2 of the water treatment apparatus 1000 (see FIG. 7) of the second embodiment.
  • the water treatment apparatus 1000 adds the components of the respective embodiments described above, and other water treatment is performed on at least one of the raw water flow path 10, the drug-treated water flow path 20, and the filtered water flow path 40. It may further include at least one of a section and a valve.
  • the medicine-treated water supplied with the medicine from the medicine supply unit 100 during normal use passes through the filtration unit 200, and the backwash water does not pass through the medicine supply unit 100 during backwashing. Any material can be used as long as it passes through the filtration unit 200.
  • the water treatment apparatus 1000 of the embodiment includes a raw water flow channel 10, a chemical supply unit 100, a chemical-treated water flow channel 20, a filtration unit 200, a filtered water flow channel 40, a backwash water flow channel 30, and a first switching.
  • a valve V1, a second switching valve V2, and a drain on-off valve V3 are provided.
  • the raw water channel 10 guides raw water.
  • the medicine supply unit 100 is provided so as to receive raw water from the raw water flow path 10 and supplies the medicine to the raw water.
  • the drug-treated water flow path 20 guides the drug-treated water supplied with the drug CA flowing out from the drug supply unit 100.
  • the filtration unit 200 is provided so as to receive chemical-treated water flowing through the chemical-treated water flow path 20, and has a filter medium FL that performs filtration on the chemical-treated water.
  • the filtered water channel 40 guides filtered water that has flowed out of the filtering unit 200 and has been subjected to the filtering process.
  • the backwash water flow path 30 is connected to the raw water flow path 10 and the filtered water flow path 40, and guides backwash water from the raw water flow path 10 to the filtered water flow path 40.
  • the first switching valve V1 is provided at the connection between the raw water flow channel 10 and the backwash water flow channel 30.
  • the first switching valve V1 is switched to either the first normal state or the first backflow cleaning state.
  • the first switching valve V ⁇ b> 1 in the first normal state guides raw water from the raw water flow path 10 to the medicine supply unit 100.
  • the first switching valve V ⁇ b> 1 in the first backflow cleaning state guides water for backflow cleaning from the raw water flow channel 10 to the backflow cleaning water flow channel 30.
  • the second switching valve V2 is provided at the connection between the filtered water flow path 40 and the backwash water flow path 30.
  • the second switching valve V2 is switched to either the second normal state or the second backflow cleaning state.
  • the second switching valve V2 in the second normal state guides filtered water from the filtration unit 200 to the outlet 60.
  • the second switching valve V ⁇ b> 2 in the second backflow cleaning state guides backflow cleaning water from the backflow cleaning water channel 30 to the filtration unit 200 via the filtered water channel 40.
  • the drainage on-off valve V3 is provided in the discharge channel 45 connected to the chemical-treated water channel 20.
  • the drainage on-off valve V3 is switched between a closed state and an open state.
  • the drainage on-off valve V3 in the closed state guides the chemical-treated water flowing through the chemical-treated water flow path 20 to the filtration unit 200.
  • the drainage on-off valve V3 in the open state guides the water for backflow cleaning flowing through the chemical-treated water flow path 20 to the discharge port 50 of the discharge flow path 45.
  • the water for backflow cleaning does not pass through the drug supply unit 100. Therefore, wasteful consumption of the drug by backflow cleaning is suppressed.
  • the water treatment apparatus 1000 includes a backwashing on-off valve V4 instead of the second switching valve V2 according to the first embodiment.
  • the backflow cleaning on-off valve V4 is provided in the filtered water flow path 40 on the downstream side of the filtered water from the connection portion between the filtered water flow path 40 and the backflow cleaning water flow path 30.
  • the backflow cleaning on-off valve V4 is switched to either the normal open state or the backflow cleaning closed state.
  • the normally opened back-flow cleaning on-off valve V4 guides filtered water from the filtering unit 200 to the outlet 60 via the filtered water flow path 40.
  • the backflow cleaning on-off valve V4 in the backflow cleaning closed state guides backflow cleaning water from the backflow cleaning water channel 30 to the filtration unit 200 via the filtered water channel 40. Even with this configuration, the backwash water does not pass through the medicine supply unit 100. Therefore, wasteful consumption of the drug by backflow cleaning is suppressed.
  • the drug supply unit 100 has a drug tank 121 into which a drug can be put.
  • the medicine supply unit 100 introduces the filtered water from the filtered water passage 40 to the medicine CA in the medicine tank 121 and the medicine-treated water flow containing the medicine CA from the medicine tank 121. And a lead-out flow path 111 ⁇ / b> C leading to the path 20. According to this, it is possible to prevent wasteful consumption of the medicine CA due to the backwash water flowing into the medicine supply unit 100 during backwashing.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

A water treatment device (1000) comprises a raw water flow channel (10), a chemical supply unit (100), a chemically treated water flow channel (20), a filtration unit (200), a reverse-flow cleaning water flow channel (30), a discharge flow channel (45), a first switching valve (V1), a second switching valve (V2), and a waste water opening/closing valve (V3). The reverse-flow cleaning water flows through the raw water flow channel (10), the first switching valve (V1), the reverse-flow cleaning water flow channel (30), the second switching valve (V2), a filtered water flow channel (40), the filtration unit (200), the chemically treated water flow channel (20), the discharge flow channel (45), the waste water opening/closing valve (V3), and a discharge opening (50), in the stated order, without passing through the chemical supply unit (100).

Description

水処理装置Water treatment equipment
 本開示は、薬剤供給部と濾過部とを備えた水処理装置に関する。 The present disclosure relates to a water treatment apparatus including a chemical supply unit and a filtration unit.
 従来から、その内部に薬剤を有する薬剤供給部とその内部に濾材を有する濾過部とを備えた水処理装置の開発が行われている。この水処理装置においては、濾過部の上流に薬剤供給部が配置されている場合がある。この場合には、まず、薬剤供給部から被処理水に供給された薬剤、たとえば、オゾンや塩素剤によって、被処理水の殺菌処理および酸化処理が施される。その後、薬剤を含む被処理水が濾過部に流れ込み、被処理水の濾過処理が実行される。 Conventionally, development of a water treatment apparatus including a drug supply unit having a drug therein and a filter unit having a filter medium therein has been performed. In this water treatment apparatus, a chemical supply unit may be disposed upstream of the filtration unit. In this case, first, sterilization treatment and oxidation treatment of the water to be treated are performed by the chemicals supplied from the chemical supply unit to the water to be treated, such as ozone or a chlorine agent. Then, the to-be-processed water containing a chemical | medical agent flows into a filtration part, and the to-be-processed water filtration process is performed.
 上記した従来の水処理装置には、濾過部において濾材に付着した付着物を除去するために、濾過槽に順方向の流れとは逆向きに水を流すことにより、濾材を洗浄する、いわゆる逆流洗浄用の構造が設けられている(特許文献1参照)。 In the conventional water treatment apparatus described above, in order to remove the deposits adhering to the filter medium in the filtration unit, the filter medium is washed by flowing water in the direction opposite to the forward flow in the filter tank, so-called reverse flow. A structure for cleaning is provided (see Patent Document 1).
実開昭63-130198号公報Japanese Utility Model Publication No. 63-130198
 上記した特許文献1に開示された水処理装置に従来の逆流洗浄用の構造によれば、逆流洗浄を実行しようとすると、逆流洗浄用の水は、薬剤供給部を通過した後、逆流洗浄用流路を経由して濾過部の下流に流れる。その後、逆流洗浄用の水は、濾過部の下流側から濾過部の上流側へ向かって、通常使用時の水の流れの向きとは逆向きに流れる。 According to the conventional backwashing structure of the water treatment device disclosed in Patent Document 1 described above, when the backwashing is to be performed, the backwashing water passes through the chemical supply unit, and then the backwashing water is used. It flows downstream of the filtration part via the flow path. Thereafter, the water for backflow cleaning flows from the downstream side of the filtration unit to the upstream side of the filtration unit in a direction opposite to the direction of water flow during normal use.
 したがって、上記の水処理装置において、逆流洗浄を実行すると、濾過部だけでなく、薬剤供給部にも、逆流洗浄用の水が流れ込んでしまう。その結果、逆流洗浄時には、濾材の付着物だけでなく薬剤も、逆流洗浄用の水とともに排出口から排出されてしまう。この逆流洗浄用の水は排出口から排出される。 Therefore, in the above water treatment apparatus, when backwashing is performed, backwashing water flows not only into the filtration unit but also into the chemical supply unit. As a result, at the time of backwashing, not only the deposits on the filter medium but also the chemicals are discharged from the outlet together with the water for backwashing. This water for backwashing is discharged from the outlet.
 しかしながら、上記の従来の水処理装置においては、通常使用時において、濾過部は、上流にある薬剤供給部から供給された薬剤を含む薬剤処理済みの水が流れ込むことによって、薬剤を利用した洗浄が濾材に既に施されている。したがって、逆流洗浄時にも薬剤が混入された薬剤処理済みの水を濾過部に供給すると、薬剤が無駄に消費されてしまうことになる。 However, in the above-described conventional water treatment apparatus, during normal use, the filtration unit performs cleaning using the medicine by flowing the medicine-treated water containing the medicine supplied from the upstream medicine supply unit. Already applied to the filter media. Therefore, if the chemical-treated water mixed with the chemical is supplied to the filtration unit even during backwashing, the chemical is wasted.
 本開示は、このような従来技術の有する課題に鑑みてなされたものである。そして、本開示の目的は、逆流洗浄によって薬剤が無駄に消費されることを抑制することができる水処理装置を提供することである。 The present disclosure has been made in view of such problems of the conventional technology. And the objective of this indication is providing the water treatment apparatus which can suppress that a chemical | medical agent is consumed wastefully by backflow washing | cleaning.
 上記課題を解決するために、本開示の第1の態様に係る水処理装置は、原水を導く原水流路と、前記原水流路から前記原水を受け入れるように設けられ、前記原水に薬剤を供給する薬剤供給部と、前記薬剤供給部から流れ出た前記薬剤が供給された薬剤処理済みの水を導く薬剤処理済水流路と、前記薬剤処理済水流路を流れる前記薬剤処理済みの水を受け入れるように設けられ、前記薬剤処理済みの水に濾過処理を施す濾材を有する濾過部と、前記濾過部から流れ出た前記濾過処理が施された濾過済みの水を導く濾過済水流路と、前記原水流路と前記濾過済水流路とに接続され、前記原水流路から前記濾過済水流路へ逆流洗浄用の水を導く逆流洗浄水流路と、前記原水流路と前記逆流洗浄水流路との接続部に設けられ、前記原水流路から前記薬剤供給部へ前記原水を導く第1の通常状態、および、前記原水流路から前記逆流洗浄水流路へ前記逆流洗浄用の水を導く第1の逆流洗浄状態のいずれかに切り替えられる第1の切替弁と、前記濾過済水流路と前記逆流洗浄水流路との接続部に設けられ、前記濾過部から流出口へ前記濾過済みの水を導く第2の通常状態、および、前記逆流洗浄水流路から前記濾過済水流路を経由して前記濾過部へ前記逆流洗浄用の水を導く第2の逆流洗浄状態のいずれかに切り替えられる第2の切替弁と、前記薬剤処理済水流路に接続された排出用流路に設けられ、前記薬剤処理済水流路を流れる前記薬剤処理済みの水を前記濾過部へ導く閉状態、および、前記薬剤処理済水流路を流れる前記逆流洗浄用の水を前記排出用流路の排出口へ導く開状態のいずれかに切り替えられる排水用開閉弁と、を備えている。 In order to solve the above-described problem, a water treatment apparatus according to the first aspect of the present disclosure is provided to receive raw water from the raw water flow path that guides raw water and the raw water flow path, and supplies a chemical to the raw water A chemical supply water channel that guides the chemical-treated water supplied with the chemical flowing out from the chemical supply unit, and the chemical-treated water flowing through the chemical-treated water flow channel. A filtration unit having a filter medium for filtering the chemical-treated water, a filtered water channel for guiding the filtered water that has flowed out of the filtration unit, and the raw water flow A backwashing water channel that is connected to the channel and the filtered water channel and guides water for backwashing from the raw water channel to the filtered water channel, and a connection part between the raw water channel and the backwashing water channel Provided in front of the raw water flow path The first normal state in which the raw water is guided to the chemical supply unit, and the first reverse flow cleaning state in which the water for backwashing is guided from the raw water channel to the backwashing water channel. A second normal state that is provided at a connection portion between the switching valve, the filtered water flow path, and the backwash water flow path, and that guides the filtered water from the filtration section to the outlet, and the backwash water flow path A second switching valve that is switched to one of the second back-flow cleaning states that guides the water for back-flow cleaning to the filtration unit via the filtered water flow path, and the chemical-treated water flow path. A closed state in which the chemical-treated water flowing through the chemical-treated water flow channel is guided to the filtration unit, and the backwash water flowing through the chemical-treated water flow channel Any open state leading to the outlet of the discharge channel A drain-off valve which is switched on or is provided with a.
 本開示の第2の態様に係る水処理装置は、原水を導く原水流路と、前記原水流路から前記原水が流れ込むように設けられ、前記原水に薬剤を供給する薬剤供給部と、前記薬剤供給部から流れ出た前記薬剤が供給された薬剤処理済みの水を導く薬剤処理済水流路と、前記薬剤処理済水流路を流れる前記薬剤処理済みの水を受け入れるように設けられ、前記薬剤処理済みの水に濾過処理を施す濾材を有する濾過部と、前記濾過部から流れ出た前記濾過処理が施された濾過済みの水を導く濾過済水流路と、前記原水流路と前記濾過済水流路とに接続され、前記原水流路から前記濾過済水流路へ逆流洗浄用の水を導く逆流洗浄水流路と、前記原水流路と前記逆流洗浄水流路との接続部に設けられ、前記原水流路から前記薬剤供給部へ前記原水を導く通常状態、および、前記原水流路から前記逆流洗浄水流路へ前記逆流洗浄用の水を導く逆流洗浄状態のいずれかに切り替えられる切替弁と、前記濾過済水流路と前記逆流洗浄水流路との接続部よりも前記濾過済みの水にとって下流側の前記濾過済水流路に設けられ、前記濾過部から前記濾過済水流路を経由して流出口へ前記濾過済みの水を導く通常用開状態、および、前記逆流洗浄水流路から前記濾過済水流路を経由して前記濾過部へ前記逆流洗浄用の水を導く逆流洗浄用閉状態のいずれかに切り替えられる逆流洗浄用開閉弁と、前記薬剤処理済水流路に接続された排出用流路に設けられ、前記薬剤処理済水流路を流れる前記薬剤処理済みの水を前記濾過部へ導く通常用閉状態、および、前記薬剤処理済水流路を流れる前記逆流洗浄用の水を前記排出用流路の排出口へ導く逆流洗浄用開状態のいずれかに切り替えられる排水用開閉弁と、を備えている。 A water treatment apparatus according to a second aspect of the present disclosure includes a raw water channel that guides raw water, a chemical supply unit that is provided so that the raw water flows from the raw water channel, and supplies a chemical to the raw water, and the chemical A drug-treated water channel for guiding the drug-treated water supplied with the drug flowing out from the supply unit; and the drug-treated water channel configured to receive the drug-treated water flowing in the drug-treated water channel. A filtration part having a filtering material for subjecting the water to filtration, a filtered water flow path for guiding filtered water that has flowed out of the filtration part, the raw water flow path, and the filtered water flow path; Connected to the raw water flow path, the reverse flow cleaning water flow path for guiding the water for back flow cleaning from the raw water flow path to the filtered water flow path, and a connecting portion between the raw water flow path and the reverse flow cleaning water flow path, The raw water is guided to the medicine supply unit from A switching valve that is switched to a normal state and a backwashing state that guides the water for backwashing from the raw water channel to the backwashing water channel, and the filtered water channel and the backwashing water channel. Provided in the filtered water flow path downstream of the filtered water with respect to the connection part, and a normal open state for guiding the filtered water from the filtering part to the outlet through the filtered water flow path, And a backwashing on / off valve for switching backwashing that switches the backwashing water from the backwashing water channel to the filtration unit via the filtered water channel to the backwashing closed state, and the chemical treatment A closed state for normal use for guiding the drug-treated water flowing through the drug-treated water flow path to the filtration unit, and a flow through the drug-treated water flow path. The backwash water Serial and discharge passage for drainage off valve is switched to either an open state for backwash leading to outlet, and a.
 本開示の第1の態様または第2の態様の水処理装置によれば、逆流洗浄によって薬剤が無駄に消費されることを抑制することができる。 According to the water treatment apparatus of the first aspect or the second aspect of the present disclosure, it is possible to suppress the wasteful consumption of the chemical by the backwashing.
実施の形態1の水処理装置の通常使用状態を説明するための模式図である。It is a schematic diagram for demonstrating the normal use state of the water treatment apparatus of Embodiment 1. FIG. 実施の形態1の水処理装置の逆流洗浄状態を説明するための模式図である。It is a schematic diagram for demonstrating the backwashing state of the water treatment apparatus of Embodiment 1. FIG. 実施の形態1の水処理装置の薬剤供給部の一例を説明するための断面図である。It is sectional drawing for demonstrating an example of the chemical | medical agent supply part of the water treatment apparatus of Embodiment 1. FIG. 実施の形態1の水処理装置の濾過部の一例を説明するための断面図である。It is sectional drawing for demonstrating an example of the filtration part of the water treatment apparatus of Embodiment 1. FIG. 実施の形態1の第1の変形例の水処理装置を説明するための模式図である。It is a schematic diagram for demonstrating the water treatment apparatus of the 1st modification of Embodiment 1. FIG. 実施の形態1の第2の変形例の水処理装置を説明するための模式図である。It is a schematic diagram for demonstrating the water treatment apparatus of the 2nd modification of Embodiment 1. FIG. 実施の形態2の水処理装置を説明するための模式図である。It is a schematic diagram for demonstrating the water treatment apparatus of Embodiment 2. FIG. 実施の形態3の水処理装置を説明するための模式図である。It is a schematic diagram for demonstrating the water treatment apparatus of Embodiment 3. FIG.
 以下、図面を参照しながら、実施の形態の水処理装置を説明する。以下の複数の実施の形態においては、同一の参照符号が付された部分同士は、図面上における形状に多少の相違があっても、特段の記載がない限り、互いに同一の機能を発揮するものとする。 Hereinafter, the water treatment apparatus according to the embodiment will be described with reference to the drawings. In the following plurality of embodiments, even if there are some differences in shapes on the drawings, the parts denoted by the same reference symbols exhibit the same functions unless otherwise specified. And
 (実施の形態1)
 図1および図2を用いて、実施の形態1の水処理装置1000を説明する。
(Embodiment 1)
The water treatment apparatus 1000 of Embodiment 1 is demonstrated using FIG. 1 and FIG.
 図1に示されるように、本実施の形態の水処理装置1000は、原水流路10、薬剤供給部100、薬剤処理済水流路20、濾過部200、および濾過済水流路40を備えている。水処理装置1000は、逆流洗浄水流路30、第1の切替弁V1、第2の切替弁V2、および排水用開閉弁V3を備えている。 As shown in FIG. 1, the water treatment apparatus 1000 according to the present embodiment includes a raw water flow channel 10, a chemical supply unit 100, a chemical-treated water flow channel 20, a filtration unit 200, and a filtered water flow channel 40. . The water treatment apparatus 1000 includes a backwash water flow path 30, a first switching valve V1, a second switching valve V2, and a drainage on-off valve V3.
 原水流路10には、図1に破線の矢印で示されるように井水を汲み上げるポンプPが接続されている。ただし、井水の代わりに水道水や他の種類の水が用いられてもよい。ポンプPが駆動すると、原水流路10は、井水等からなる原水を薬剤供給部100まで導く。図1に破線の矢印で示されるように、薬剤供給部100は、原水流路10から原水を受け入れるように設けられている。薬剤供給部100は、その内部に原水に供給される薬剤を有している。薬剤供給部100は、分岐部21および合流部22において原水流路10に並列に接続されているバイパス流路に設けられている。 A pump P for pumping up well water is connected to the raw water flow path 10 as shown by a broken arrow in FIG. However, tap water or other types of water may be used instead of well water. When the pump P is driven, the raw water flow channel 10 guides raw water made of well water or the like to the medicine supply unit 100. As shown by the dashed arrows in FIG. 1, the medicine supply unit 100 is provided so as to receive raw water from the raw water flow path 10. The medicine supply unit 100 has a medicine supplied to the raw water therein. The medicine supply unit 100 is provided in a bypass channel connected in parallel to the raw water channel 10 in the branching unit 21 and the junction unit 22.
 薬剤供給部100は、薬剤供給部100の容器部内に薬剤が投入され得る薬剤槽を有している。薬剤は、薬剤供給部100内において下方から上昇する原水に混入される。これは、図3を用いて後に詳述される。薬剤が供給された薬剤処理済みの水が薬剤供給部100から薬剤処理済水流路20へ流れ出る。薬剤処理済水流路20は、薬剤供給部100から流れ出た薬剤が供給された薬剤処理済みの水を濾過部200まで導く。 The drug supply unit 100 has a drug tank in which a drug can be put into the container part of the drug supply unit 100. The drug is mixed in the raw water rising from below in the drug supply unit 100. This will be described in detail later using FIG. The medicine-treated water supplied with the medicine flows out from the medicine supply unit 100 to the medicine-treated water flow path 20. The drug-treated water flow path 20 guides the drug-treated water supplied with the drug flowing out from the drug supply unit 100 to the filtration unit 200.
 薬剤は、たとえば、原水に塩素イオンを放出する塩素系の薬剤である。そのため、薬剤は、殺菌作用を有している。薬剤は、一定の形状を保持している錠剤または一定の形状を有していない粉末剤等、いかなるものであってもよい。また、薬剤は、液体または粘性材料からなるものであってもよい。 The drug is, for example, a chlorine-based drug that releases chlorine ions into raw water. Therefore, the drug has a bactericidal action. The drug may be anything such as a tablet holding a certain shape or a powder that does not have a certain shape. In addition, the drug may be made of a liquid or a viscous material.
 図1に破線の矢印で示されるように、濾過部200は、薬剤処理済水流路20を流れる薬剤処理済みの水を受け入れるように設けられている。濾過部200は、薬剤処理済みの水に濾過処理を施す濾材を有する。本実施の形態においては、濾材は、砂利または砂の粒である。図1に破線の矢印で示されるように、濾過済水流路40は、濾過部200から流れ出た濾過処理が施された濾過済みの水を流出口60、たとえば、ユーザが使用する蛇口まで導く。逆流洗浄水流路30は、原水流路10と濾過済水流路40とに接続されている。逆流洗浄水流路30は、図2に破線の矢印で示されるように、原水流路10から濾過済水流路40へ逆流洗浄用の水を導く。 1, the filtration unit 200 is provided so as to receive chemical-treated water flowing through the chemical-treated water flow path 20 as indicated by a broken-line arrow. The filtration unit 200 includes a filter medium that performs filtration processing on water that has been subjected to chemical treatment. In the present embodiment, the filter medium is gravel or sand particles. As indicated by the dashed arrows in FIG. 1, the filtered water flow path 40 guides filtered water that has flowed out of the filtering unit 200 to the outlet 60, for example, a faucet used by the user. The backwash water channel 30 is connected to the raw water channel 10 and the filtered water channel 40. The backwash water flow path 30 guides backflow wash water from the raw water flow path 10 to the filtered water flow path 40 as indicated by the dashed arrows in FIG.
 第1の切替弁V1は、原水流路10と逆流洗浄水流路30との接続部に設けられている。第1の切替弁V1は、いわゆる三方弁である。第1の切替弁V1は、第1の通常状態および第1の逆流洗浄状態のいずれかに切り替えられる。第1の通常状態の第1の切替弁V1は、図1に破線の矢印で示されるように、原水流路10から薬剤供給部100へ原水を導く。第1の逆流洗浄状態の第1の切替弁V1は、図2に破線の矢印で示されるように、原水流路10から逆流洗浄水流路30へ逆流洗浄用の水を導く。 The first switching valve V1 is provided at the connection between the raw water flow channel 10 and the backwash water flow channel 30. The first switching valve V1 is a so-called three-way valve. The first switching valve V1 is switched to either the first normal state or the first backflow cleaning state. The first switching valve V <b> 1 in the first normal state guides raw water from the raw water flow path 10 to the medicine supply unit 100, as indicated by a dashed arrow in FIG. 1. The first switching valve V <b> 1 in the first backflow cleaning state guides water for backflow cleaning from the raw water flow path 10 to the backflow cleaning water flow path 30, as indicated by a dashed arrow in FIG. 2.
 第2の切替弁V2は、濾過済水流路40と逆流洗浄水流路30との接続部に設けられている。第2の切替弁V2は、いわゆる三方弁である。第2の切替弁V2は、第2の通常状態および第2の逆流洗浄状態のいずれかに切り替えられる。第2の通常状態の第2の切替弁V2は、図1に破線の矢印で示されるように、濾過部200から流出口60へ濾過済みの水を導く。第2の逆流洗浄状態の第2の切替弁V2は、図2に破線の矢印で示されるように、逆流洗浄水流路30から濾過済水流路40を経由して濾過部200へ逆流洗浄用の水を導く。 The second switching valve V2 is provided at the connection between the filtered water flow path 40 and the backwash water flow path 30. The second switching valve V2 is a so-called three-way valve. The second switching valve V2 is switched to either the second normal state or the second backflow cleaning state. The second switching valve V2 in the second normal state guides the filtered water from the filtering unit 200 to the outlet 60 as indicated by the dashed arrow in FIG. The second switching valve V2 in the second backwashing state is used for backwashing from the backwashing water channel 30 to the filtration unit 200 via the filtered water channel 40, as indicated by a broken arrow in FIG. Guide the water.
 排水用開閉弁V3は、薬剤処理済水流路20に接続された排出用流路45に設けられている。排水用開閉弁V3は、閉状態および開状態のいずれかに切り替えられる。閉状態の排水用開閉弁V3は、図1に破線の矢印で示されるように、薬剤処理済水流路20を流れる薬剤処理済みの水を濾過部200へ導く。開状態の排水用開閉弁V3は、図2に破線の矢印で示されるように、薬剤処理済水流路20を流れる逆流洗浄用の水を排出用流路45の排出口50から排出するように導く。 The drainage on-off valve V3 is provided in the discharge channel 45 connected to the chemical-treated water channel 20. The drainage on-off valve V3 is switched between a closed state and an open state. The drainage on-off valve V3 in the closed state guides the chemical-treated water flowing through the chemical-treated water flow path 20 to the filtration unit 200, as indicated by the dashed arrows in FIG. The drain on-off valve V3 in the open state is configured to discharge the water for backflow cleaning that flows through the chemical-treated water flow path 20 from the discharge port 50 of the discharge flow path 45, as indicated by the dashed arrows in FIG. Lead.
 本実施の形態の薬剤供給部100によれば、逆流洗浄用の水は薬剤供給部100を通過しない。そのため、逆流洗浄によって薬剤が無駄に消費されることが抑制される。 According to the drug supply unit 100 of the present embodiment, the water for backflow cleaning does not pass through the drug supply unit 100. Therefore, wasteful consumption of the drug by backflow cleaning is suppressed.
 本実施の形態においては、水処理装置1000の使用時には、第1の切替弁V1、第2の切替弁V2、および排水用開閉弁V3は、それぞれ、ユーザによって手動で操作される。ユーザは、通常使用時には、手動で、第1の切替弁V1を第1の通常状態に切り替え、第2の切替弁V2を第2の通常状態に切り替え、かつ、排水用開閉弁V3を閉状態に切り替える。それにより、通常使用時の水は、図1に破線の矢印で示されるように、原水流路10、第1の切替弁V1、薬剤供給部100、薬剤処理済水流路20、濾過部200、濾過済水流路40、および第2の切替弁V2をこの順番で流れる。それにより、ユーザが使用する流出口60としての蛇口から濾過済みの水が流れ出る。ただし、水処理装置1000は、濾過済水流路40の下流に濾過済みの水にさらなる何らかの処理を施すさらなる水処理部を有していてもよい。 In the present embodiment, when the water treatment apparatus 1000 is used, the first switching valve V1, the second switching valve V2, and the drain on / off valve V3 are each manually operated by the user. During normal use, the user manually switches the first switching valve V1 to the first normal state, switches the second switching valve V2 to the second normal state, and closes the drain on-off valve V3. Switch to. Thereby, the water at the time of normal use is the raw water flow path 10, the first switching valve V1, the chemical supply section 100, the chemical-treated water flow path 20, the filtration section 200, as shown by the dashed arrows in FIG. It flows through the filtered water channel 40 and the second switching valve V2 in this order. Thereby, the filtered water flows out from the tap as the outlet 60 used by the user. However, the water treatment apparatus 1000 may have a further water treatment unit that performs some further treatment on the filtered water downstream of the filtered water flow path 40.
 一方、ユーザは、逆流洗浄時には、手動で、第1の切替弁V1を第1の逆流洗浄状態に切り替え、第2の切替弁V2を第2の逆流洗浄状態に切り替え、かつ、排水用開閉弁V3を開状態に切り替える。それにより、逆流洗浄用の水は、図2に破線の矢印で示されるように、原水流路10、第1の切替弁V1、逆流洗浄水流路30、第2の切替弁V2、濾過済水流路40、濾過部200、薬剤処理済水流路20、および排水用開閉弁V3をこの順番で流れる。その後、逆流洗浄用の水は、排出用流路45の排出口50から流れ出る。つまり、逆流洗浄用の水は、薬剤供給部100の薬剤が供給されない。つまり、逆流洗浄時には、薬剤は消費されない。 On the other hand, at the time of backwashing, the user manually switches the first switching valve V1 to the first backwashing state, switches the second switching valve V2 to the second backwashing state, and opens / closes the drainage valve. V3 is switched to the open state. Thereby, the water for backflow cleaning is the raw water flow path 10, the first switching valve V1, the backflow cleaning water flow path 30, the second switching valve V2, the filtered water flow, as shown by the broken arrows in FIG. It flows through the channel 40, the filtration unit 200, the chemical-treated water flow path 20, and the drainage on-off valve V3 in this order. Thereafter, the water for backflow cleaning flows out from the discharge port 50 of the discharge channel 45. That is, the medicine for the medicine supply unit 100 is not supplied to the water for backflow cleaning. That is, no chemical is consumed during backwashing.
 なお、第1の切替弁V1、第2の切替弁V2、および排水用開閉弁V3の切替動作または開閉動作は、ユーザが操作する操作部から指令信号を受けた制御部および機構によって自動的に実行されてもよい。 The switching operation or opening / closing operation of the first switching valve V1, the second switching valve V2, and the drainage opening / closing valve V3 is automatically performed by a control unit and a mechanism that receive a command signal from an operation unit operated by a user. May be executed.
 この場合、ユーザは、操作部を操作するだけで、たとえば、タッチパネルのアイコンをタッチするだけで、各弁を手動操作することなく、逆流洗浄を実行することができる。つまり、第1の切替弁V1、第2の切替弁V2、および排水用開閉弁V3が、制御部によって、通常状態および逆流洗浄の状態のいずれかにまとめて切り替えられる。したがって、ユーザの第1の切替弁V1、第2の切替弁V2、および排水用開閉弁V3の操作の負担が軽減される。 In this case, the user can perform the backwashing by simply operating the operation unit, for example, by simply touching an icon on the touch panel without manually operating each valve. That is, the first switching valve V1, the second switching valve V2, and the drainage on-off valve V3 are collectively switched to either the normal state or the backflow cleaning state by the control unit. Therefore, the user's operation burden on the first switching valve V1, the second switching valve V2, and the drain on / off valve V3 is reduced.
 図1に示されるように、本実施の形態の水処理装置1000は、分岐部21から合流部22までの原水流路10を構成する主流路と、分岐部21および合流部22において主流路に並列に接続されたバイパス流路とを含んでいる。薬剤供給部100は、バイパス流路に設けられている。バイパス流路においては、薬剤供給部100の上流側の部分が原水流路10の一部の部を構成し、薬剤供給部100の下流側の部分が薬剤処理済水流路20の一部を構成する。 As shown in FIG. 1, the water treatment apparatus 1000 according to the present embodiment has a main flow path constituting the raw water flow path 10 from the branching section 21 to the merge section 22, and the main flow path at the branch section 21 and the merge section 22. And a bypass flow path connected in parallel. The medicine supply unit 100 is provided in the bypass channel. In the bypass channel, the upstream part of the drug supply unit 100 constitutes a part of the raw water channel 10, and the downstream part of the drug supply unit 100 constitutes a part of the drug-treated water channel 20. To do.
 排水用開閉弁V3は、主流路とバイパス流路とが合流した薬剤処理済水流路20、すなわち、分岐部21と濾過部200との間に設けられている。これによれば、逆流洗浄用の水が原水流路10に流れ込むことがないため、逆流洗浄用の水が薬剤供給部100に確実に流れ込まないようにすることができる。 The drainage on-off valve V3 is provided between the chemical-treated water flow path 20 where the main flow path and the bypass flow path merge, that is, between the branch portion 21 and the filtration portion 200. According to this, since the water for backflow cleaning does not flow into the raw water flow path 10, the water for backflow cleaning can be reliably prevented from flowing into the medicine supply unit 100.
 なお、原水流路10の分岐部21から合流部22までの主流路は、薬剤供給部100に流れ込む原水の量が調整されているのであれば、不要である場合もある。 It should be noted that the main flow path from the branching portion 21 to the merging portion 22 of the raw water flow passage 10 may be unnecessary if the amount of raw water flowing into the medicine supply portion 100 is adjusted.
 次に、図3を用いて、実施の形態の薬剤供給部100の内部構造を説明する。 Next, the internal structure of the medicine supply unit 100 according to the embodiment will be described with reference to FIG.
 図3から分かるように、実施の形態の薬剤供給部100は、容器部112内に、薬剤槽121、導入流路111A、導出流路111C、および薬剤収容部140を備えている。図3においては、薬剤供給部100内の原水および薬剤処理済みの水は、一体的に水Wとして描かれている。 As can be seen from FIG. 3, the drug supply unit 100 according to the embodiment includes a drug tank 121, an introduction channel 111 </ b> A, a lead-out channel 111 </ b> C, and a drug container 140 in the container unit 112. In FIG. 3, the raw water in the medicine supply unit 100 and the water that has been subjected to the medicine treatment are integrally drawn as water W.
 薬剤槽121は、コップのような形状をなし、その底面部に連通孔121Aを有している。薬剤槽121の内側には、厚さtを有する一群の砂利からなる分散材Fが設けられている。 The chemical tank 121 has a cup-like shape and has a communication hole 121A on the bottom surface thereof. A dispersion material F made of a group of gravel having a thickness t is provided inside the chemical tank 121.
 通常使用時には、分散材Fは、分散した隙間を有している砂利である。分散材Fは、原水が薬剤CAに接触すること、および、薬剤CAが供給された薬剤処理済みの水が連通孔121Aまで流れることを許容する程度の隙間を有している。 In normal use, the dispersion material F is gravel having dispersed gaps. Dispersant F has a gap that allows raw water to come into contact with medicine CA and that medicine-treated water supplied with medicine CA flows to communication hole 121A.
 分散材Fと薬剤槽121の底面部との間には、網目部材130が設けられている。網目部材130は、分散材Fを構成する各粒の通過を抑制するが、原水を通過させる程度の大きさを有している。 A mesh member 130 is provided between the dispersion material F and the bottom surface of the chemical tank 121. The mesh member 130 suppresses the passage of each particle constituting the dispersion material F, but has a size that allows raw water to pass through.
 薬剤収容部140は、円筒状の形状をなし、その内部に薬剤CAを有している。薬剤CAは、固体、液体、および粘性材料のいずれであってもよい。薬剤収容部140の底部は、透過性膜142によって構成されている。ただし、薬剤CAが固形または粉末状の薬剤の場合には、分散材Fの上に直接、薬剤CAが置かれてもよい。 The medicine container 140 has a cylindrical shape and has a medicine CA therein. The drug CA may be a solid, liquid, or viscous material. The bottom of the medicine container 140 is constituted by a permeable membrane 142. However, when the drug CA is a solid or powdered drug, the drug CA may be placed directly on the dispersion material F.
 透過性膜142は、分散材Fによって分散された原水を透過させる。透過性膜142の孔径は、原水が透過性膜142を透過して薬剤CAに接触する前においては透過性膜142によって支持された薬剤CAを透過させない程度の大きさである。また、透過性膜142の孔径は、原水が透過性膜142を透過して薬剤CAに接触した後においては、薬剤処理済みの水に含まれる薬剤CAを構成する物質を透過させる程度の大きさである。 The permeable membrane 142 transmits the raw water dispersed by the dispersion material F. The pore diameter of the permeable membrane 142 is a size that does not allow the drug CA supported by the permeable membrane 142 to permeate before the raw water passes through the permeable membrane 142 and contacts the drug CA. In addition, the pore size of the permeable membrane 142 is large enough to allow the substance constituting the drug CA contained in the drug-treated water to pass through after the raw water passes through the permeable membrane 142 and comes into contact with the drug CA. It is.
 導入流路111Aは、原水流路10に接続されており、原水を受け入れる。導入流路111Aは、薬剤槽121の底面部の下方からその底面部に接続されている。 The introduction channel 111A is connected to the raw water channel 10 and receives the raw water. The introduction flow path 111 </ b> A is connected to the bottom surface portion from below the bottom surface portion of the medicine tank 121.
 薬剤槽121内においては、原水は、分散材Fを通過した後、透過性膜142を透過し、薬剤収容部140内の薬剤CAに接触することにより、薬剤処理済みの水になる。その後、薬剤CAを含んだ薬剤処理済みの水は、透過性膜142を通過して分散材Fの分散した隙間に存在する原水に混入される。 In the chemical tank 121, the raw water passes through the dispersion material F, then permeates the permeable membrane 142, and comes into contact with the chemical CA in the chemical container 140, so that it is treated with chemical. Thereafter, the drug-treated water containing the drug CA passes through the permeable membrane 142 and is mixed into the raw water existing in the gaps in which the dispersion material F is dispersed.
 薬剤槽121内の薬剤処理済みの水は、連通孔121Aを通過し、連通孔121Aの下側の導出流路111Cへ落下する。導出流路111Cは、薬剤槽121の内側から連通孔121Aを経由して流れ落ちた薬剤処理済みの水を薬剤処理済水流路20へ導く。 The chemical-treated water in the chemical tank 121 passes through the communication hole 121A and falls into the outlet channel 111C below the communication hole 121A. The outlet channel 111C guides the drug-treated water that has flowed down from the inside of the drug tank 121 through the communication hole 121A to the drug-treated water channel 20.
 ポンプPが停止しているとき、または、逆流洗浄のときには、原水または逆流洗浄用の水が薬剤供給部100を通過しない。そのため、薬剤槽121内の水Wの液面は、薬剤CAに接しない程度まで低下している。その結果、ポンプPが停止しているとき、または、逆流洗浄のときには、薬剤CAは消費されない。 When the pump P is stopped or backwashing is performed, the raw water or the water for backwashing does not pass through the chemical supply unit 100. Therefore, the liquid level of the water W in the medicine tank 121 is lowered to the extent that it does not come into contact with the medicine CA. As a result, the drug CA is not consumed when the pump P is stopped or when backwashing is performed.
 次に、図4を用いて、実施の形態の濾過部200の内部構造を説明する。 Next, the internal structure of the filtration unit 200 according to the embodiment will be described with reference to FIG.
 図4に示されるように、濾過部200は、その内部において砂または砂利からなる濾材FLがタンクの底からある程度の高さの位置まで敷き詰められている。水処理装置1000の通常使用状態のときには、図4に矢印で示されるように、薬剤処理済みの水は、薬剤処理済水流路20から濾過部200へ流れ込み、濾過部200内において、濾材FLを通過するように、上方から下方へ落下する。 As shown in FIG. 4, the filter unit 200 has a filter medium FL made of sand or gravel spread within the filter unit 200 to a certain height from the bottom of the tank. When the water treatment apparatus 1000 is in a normal use state, as shown by an arrow in FIG. 4, the chemical-treated water flows from the chemical-treated water flow path 20 into the filtration unit 200, and the filter medium FL is passed through the filtration unit 200. It falls from the top to the bottom to pass.
 このとき、濾過部200内の薬剤処理済みの水に含まれているスカムSは、濾材FLに付着し、それにより、濾過部200内の薬剤処理済みの水から除去される。その後、スカムSが除去された濾過済みの水が濾過済水流路40に流れ込む。 At this time, the scum S contained in the chemical-treated water in the filtration unit 200 adheres to the filter medium FL, thereby being removed from the chemical-treated water in the filtration unit 200. Thereafter, the filtered water from which the scum S has been removed flows into the filtered water flow path 40.
 逆流洗浄のときには、濾過済水流路40から濾過部200へ流れ込んできた逆流洗浄用の水は、濾過部200内において、図4の矢印で示される方向とは逆向きに流れる。そのため、濾材FLに付着していたスカムSを含む汚れた逆流洗浄用の水が薬剤処理済水流路20へ向かって流れ、排出用流路45の排出口50(図2参照)から排出される。 During backflow cleaning, the water for backflow cleaning that has flowed from the filtered water flow path 40 into the filtration unit 200 flows in the direction opposite to the direction indicated by the arrow in FIG. Therefore, the dirty water for backflow cleaning including the scum S adhering to the filter medium FL flows toward the chemical-treated water flow path 20 and is discharged from the discharge port 50 (see FIG. 2) of the discharge flow path 45. .
 なお、本実施の形態においては、濾過部200は、図4に示されるような構造を有しているが、逆流洗浄できるものであれば、いかなるものであってもよい。 In the present embodiment, the filtration unit 200 has a structure as shown in FIG. 4, but any filter may be used as long as it can be backwashed.
 図5を用いて、実施の形態1の第1の変形例の水処理装置1000を説明する。 A water treatment apparatus 1000 according to a first modification of the first embodiment will be described with reference to FIG.
 図5に示されるように、この第1の変形例の水処理装置1000においては、原水流路10の分岐部21と合流部22との間の主流路に原水の圧力を調整する圧力調整弁PVが設けられている。また、分岐部21と合流部22との間のバイパス流路の薬剤供給部100の上流側の原水流路10に流量調整弁FVが設けられている。このような第1の変形例の水処理装置1000であっても、上記した本実施の形態の水処理装置1000によって得られる効果と同様の効果を得ることができる。 As shown in FIG. 5, in the water treatment apparatus 1000 of the first modification, a pressure regulating valve that adjusts the pressure of raw water in the main flow path between the branching portion 21 and the merging portion 22 of the raw water flow passage 10. PV is provided. Further, a flow rate adjustment valve FV is provided in the raw water flow channel 10 upstream of the drug supply unit 100 in the bypass flow channel between the branching unit 21 and the merging unit 22. Even in the water treatment apparatus 1000 of the first modification as described above, the same effect as that obtained by the water treatment apparatus 1000 of the present embodiment described above can be obtained.
 図6を用いて、実施の形態1の第2の変形例の水処理装置1000を説明する。 A water treatment apparatus 1000 according to a second modification of the first embodiment will be described with reference to FIG.
 実施の形態1の第2の変形例の水処理装置1000は、第1の変形例の水処理装置1000とほぼ同様の構造を有している。図6に示されるように、第2の変形例の水処理装置1000は、分岐部21と合流部22との間において主流路に対してバイパス流路が2つ並列に設けられている。2つのバイパス流路に、それぞれ、2つの薬剤供給部100が設けられている。2つの薬剤供給部100の内部に存在する2つの薬剤は、同種のものであってもよいが、互いに異なる種類のものであってもよい。2つのバイパス流路の薬剤供給部100の上流側は、原水流路10である。2つのバイパス流路の薬剤供給部100の下流側は、薬剤処理済水流路20である。 The water treatment apparatus 1000 of the second modification of the first embodiment has a structure that is substantially the same as the water treatment apparatus 1000 of the first modification. As shown in FIG. 6, the water treatment apparatus 1000 according to the second modified example is provided with two bypass channels in parallel with the main channel between the branching unit 21 and the junction 22. Two drug supply units 100 are provided in each of the two bypass channels. The two drugs present in the two drug supply units 100 may be of the same type, but may be of different types. The upstream side of the drug supply unit 100 of the two bypass channels is the raw water channel 10. Downstream of the drug supply unit 100 of the two bypass channels is a drug-treated water channel 20.
 また、2つのバイパス流路のそれぞれの薬剤供給部100の上流側の原水流路10には、流量調整弁FVが設けられている。原水流路10の分岐部21と合流部22との間の主流路には、圧力調整弁PVが設けられている。このような第2の変形例の水処理装置1000であっても、上記した本実施の形態の水処理装置1000によって得られる効果と同様の効果を得ることができる。なお、薬剤供給部100が設けられたバイパス流路が3つ以上設けられていてもよい。 Moreover, the flow rate adjustment valve FV is provided in the raw | natural water flow path 10 of the upstream of each chemical | medical agent supply part 100 of two bypass flow paths. A pressure control valve PV is provided in the main flow path between the branching section 21 and the merging section 22 of the raw water flow path 10. Even in the water treatment apparatus 1000 of the second modified example, the same effect as that obtained by the water treatment apparatus 1000 of the above-described embodiment can be obtained. Note that three or more bypass channels provided with the medicine supply unit 100 may be provided.
 薬剤供給部100によって薬剤が供給された逆流洗浄用の水を用いて、濾過部200を洗浄することができるのであれば、本実施の形態の各流路の少なくともいずれか1つにさらなる弁等が設けられていてもよい。 As long as the filtration unit 200 can be cleaned using the water for backflow cleaning supplied with the drug by the drug supply unit 100, an additional valve or the like is provided in at least one of the flow paths of the present embodiment. May be provided.
 (実施の形態2)
 本実施の形態の水処理装置1000は、実施の形態1の水処理装置1000とほぼ同様である。以下、本実施の形態の水処理装置1000と実施の形態1の水処理装置1000とが異なっている点を主に説明する。
(Embodiment 2)
The water treatment apparatus 1000 of the present embodiment is almost the same as the water treatment apparatus 1000 of the first embodiment. Hereinafter, the point which the water treatment apparatus 1000 of this Embodiment differs from the water treatment apparatus 1000 of Embodiment 1 is mainly demonstrated.
 図7を用いて、実施の形態2の水処理装置1000を説明する。 The water treatment apparatus 1000 according to the second embodiment will be described with reference to FIG.
 図7に示されるように、実施の形態2の水処理装置1000においては、排水用開閉弁V3は、薬剤供給部100の下流側のバイパス流路としての薬剤処理済水流路20に接続された排出用流路45に設けられている。つまり、排水用開閉弁V3は、薬剤供給部100と合流部22との間の薬剤処理済水流路20に接続された排出用流路45に設けられている。本実施の形態の水処理装置1000によっても、逆流洗浄用の水が薬剤供給部100に流れ込まないようにすることができる。 As shown in FIG. 7, in the water treatment apparatus 1000 according to the second embodiment, the drainage on-off valve V3 is connected to the drug-treated water flow path 20 as a bypass flow path on the downstream side of the drug supply unit 100. It is provided in the discharge channel 45. That is, the drainage on-off valve V3 is provided in the discharge channel 45 connected to the drug-treated water channel 20 between the drug supply unit 100 and the merging unit 22. Also with the water treatment apparatus 1000 of the present embodiment, it is possible to prevent the backflow water from flowing into the chemical supply unit 100.
 この場合、原水流路10の分岐部21と合流部22との間の主流路に一方向弁が設けられていることが好ましい場合がある。この場合の一方向弁は、通常使用状態において、原水が、分岐部21から合流部22へ原水流路10としての主流路を流れることを許容する。一方、この場合の一方向弁は、逆流洗浄状態において、逆流洗浄用の水が、濾過部200から合流部22および分岐部21を経由して、薬剤供給部100へ流れ込むことを防止する。 In this case, it may be preferable that a one-way valve is provided in the main flow path between the branch part 21 and the merge part 22 of the raw water flow path 10. In this case, the one-way valve allows the raw water to flow through the main flow path as the raw water flow path 10 from the branching portion 21 to the merging portion 22 in a normal use state. On the other hand, the one-way valve in this case prevents the water for backflow cleaning from flowing into the medicine supply unit 100 from the filtration unit 200 via the junction unit 22 and the branch unit 21 in the backflow cleaning state.
 ただし、薬剤供給部100および排水用開閉弁V3の高さ位置の関係によっては、分岐部21から薬剤供給部100までの原水流路10に残存する原水の水圧が逆流洗浄用の水の流れの抵抗となる。この場合、原水流路10内に残存する原水の水圧による抵抗が、合流部22から分岐部21を経由して薬剤供給部100へ逆流洗浄用の水が流れ込むことを抑制する。したがって、分岐部21と合流部22との間の主流路に設けられた前述の一方向弁は、必須の構成ではない。 However, depending on the relationship between the height positions of the drug supply unit 100 and the drainage on-off valve V3, the water pressure of the raw water remaining in the raw water flow path 10 from the branching unit 21 to the drug supply unit 100 may be It becomes resistance. In this case, the resistance due to the water pressure of the raw water remaining in the raw water flow path 10 suppresses the backwash water from flowing from the merging section 22 to the medicine supply section 100 via the branch section 21. Therefore, the aforementioned one-way valve provided in the main flow path between the branch portion 21 and the merge portion 22 is not an essential configuration.
 上記のことを考慮すると、排水用開閉弁V3を有する排出用流路45が、図6に示される実施の形態1の第2の変形例の水処理装置1000において、2つの薬剤供給部100の下流側の2つのバイパス流路の合流部分に接続されていてもよい。また、排水用開閉弁V3を有する排出用流路45が、図6に示される実施の形態1の第2の変形例の水処理装置1000において、2つの薬剤供給部100の下流側の2つのバイパス流路のそれぞれに設けられていてもよい。 Considering the above, the discharge channel 45 having the drain on-off valve V3 is provided in the water treatment device 1000 of the second modification of the first embodiment shown in FIG. You may be connected to the confluence | merging part of two downstream bypass flow paths. Further, the discharge flow path 45 having the drain opening / closing valve V3 includes two downstream channels of the two chemical supply units 100 in the water treatment apparatus 1000 of the second modification of the first embodiment shown in FIG. You may provide in each of the bypass flow paths.
 (実施の形態3)
 本実施の形態の水処理装置1000は、実施の形態1または2の水処理装置1000とほぼ同様である。以下、本実施の形態の水処理装置1000と実施の形態1または2の水処理装置1000とが異なっている点を主に説明する。
(Embodiment 3)
The water treatment apparatus 1000 of the present embodiment is almost the same as the water treatment apparatus 1000 of the first or second embodiment. Hereinafter, the point which the water treatment apparatus 1000 of this Embodiment differs from the water treatment apparatus 1000 of Embodiment 1 or 2 is mainly demonstrated.
 図8を用いて、実施の形態3の水処理装置1000を説明する。 The water treatment apparatus 1000 of Embodiment 3 is demonstrated using FIG.
 本実施の形態の水処理装置1000は、実施の形態1の水処理装置1000の第2の切替弁V2の代わりに、逆流洗浄用開閉弁V4を備えている。逆流洗浄用開閉弁V4は、濾過済水流路40と逆流洗浄水流路30との接続部よりも濾過済みの水にとって下流側の濾過済水流路40に設けられている。逆流洗浄用開閉弁V4は、通常用開状態および逆流洗浄用閉状態のいずれかに切り替えられる。通常用開状態の逆流洗浄用開閉弁V4は、濾過部200から濾過済水流路40を経由して流出口60へ濾過済みの水を導く。逆流洗浄用閉状態の逆流洗浄用開閉弁V4は、逆流洗浄水流路30から濾過済水流路40を経由して濾過部200へ逆流洗浄用の水を導く。この構成によっても、逆流洗浄水は薬剤供給部100を通過しない。そのため、逆流洗浄によって薬剤が無駄に消費されることが抑制される。 The water treatment apparatus 1000 according to the present embodiment includes a back-flow cleaning on-off valve V4 instead of the second switching valve V2 of the water treatment apparatus 1000 according to the first embodiment. The backflow cleaning on-off valve V4 is provided in the filtered water flow path 40 on the downstream side of the filtered water from the connection portion between the filtered water flow path 40 and the backflow cleaning water flow path 30. The backflow cleaning on-off valve V4 is switched to either the normal open state or the backflow cleaning closed state. The normally opened back-flow cleaning on-off valve V4 guides filtered water from the filtering unit 200 to the outlet 60 via the filtered water flow path 40. The backflow cleaning on-off valve V4 in the backflow cleaning closed state guides backflow cleaning water from the backflow cleaning water channel 30 to the filtration unit 200 via the filtered water channel 40. Even with this configuration, the backwash water does not pass through the medicine supply unit 100. Therefore, wasteful consumption of the drug by backflow cleaning is suppressed.
 本実施の形態においては、水処理装置1000の使用時には、切替弁V1(実施の形態1の第1の切替弁V1と同一)、逆流洗浄用開閉弁V4、および排水用開閉弁V3は、ユーザによって手動で操作される。ユーザは、通常使用時には、手動で、切替弁V1を通常状態に切り替え、逆流洗浄用開閉弁V4を通常用開状態に切り替え、かつ、排水用開閉弁V3を通常用閉状態に切り替える。一方、ユーザは、逆流洗浄時には、手動で、切替弁V1を逆流洗浄状態に切り替え、逆流洗浄用開閉弁V4を逆流洗浄用閉状態に切り替え、かつ、排水用開閉弁V3を逆流洗浄用開状態に切り替える。 In the present embodiment, when the water treatment apparatus 1000 is used, the switching valve V1 (same as the first switching valve V1 in the first embodiment), the backflow cleaning on-off valve V4, and the drainage on-off valve V3 are provided by the user. Manually operated by. During normal use, the user manually switches the switching valve V1 to the normal state, switches the backwashing on / off valve V4 to the normal open state, and switches the drainage on / off valve V3 to the normal closed state. On the other hand, at the time of backwashing, the user manually switches the switching valve V1 to the backwashing state, switches the backwashing on / off valve V4 to the backwashing closed state, and opens the drainage on / off valve V3 to the backwashing open state. Switch to.
 なお、切替弁V1、逆流洗浄用開閉弁V4、および排水用開閉弁V3の切替動作または開閉動作の操作は、ユーザが操作する操作部から指令信号を受けた制御部および機構によって自動的に実行されてもよい。この場合、ユーザは、操作部を操作するだけで、各弁を手動操作することなく、逆流洗浄を実行することができる。つまり、切替弁V1、逆流洗浄用開閉弁V4、および排水用開閉弁V3が、制御部によって、通常状態および逆流洗浄状態のいずれかにまとめて切り替えられる。したがって、ユーザの切替弁V1、逆流洗浄用開閉弁V4、および排水用開閉弁V3の操作の負担が軽減される。 Note that the switching operation or switching operation of the switching valve V1, the backwashing on-off valve V4, and the drainage on-off valve V3 is automatically executed by a control unit and a mechanism that receive a command signal from the operation unit operated by the user. May be. In this case, the user can execute the backwash without operating each valve manually only by operating the operation unit. That is, the switching valve V1, the backflow cleaning on-off valve V4, and the drainage on-off valve V3 are collectively switched to either the normal state or the backflow cleaning state by the control unit. Therefore, the user's operation burden on the switching valve V1, the backwashing on / off valve V4, and the drain on / off valve V3 is reduced.
 本実施の形態の逆流洗浄用開閉弁V4は、逆流洗浄用開閉弁V4は、実施の形態1の第1の変形例(図5参照)および第2の変形例(図6参照)の水処理装置1000の第2の切替弁V2の代わりに用いられてもよい。また、本実施の形態の逆流洗浄用開閉弁V4は、実施の形態2の水処理装置1000(図7参照)の第2の切替弁V2の代わりに用いられてもよい。 The backwashing on / off valve V4 of the present embodiment is different from the backwashing on / off valve V4 in the water treatment of the first modification (see FIG. 5) and the second modification (see FIG. 6) of the first embodiment. It may be used instead of the second switching valve V2 of the device 1000. Moreover, the on-off valve V4 for backflow cleaning of the present embodiment may be used instead of the second switching valve V2 of the water treatment apparatus 1000 (see FIG. 7) of the second embodiment.
 (その他の実施の形態)
 水処理装置1000は、上記した各実施の形態の各構成を加えて、原水流路10、薬剤処理済水流路20、および濾過済水流路40のうちの少なくともいずれか1つに他の水処理部および弁の少なくともいずれか一方をさらに備えていてもよい。水処理装置1000は、通常使用時に薬剤供給部100から薬剤を供給された薬剤処理済みの水が濾過部200を通過し、逆流洗浄時に逆流洗浄用の水が薬剤供給部100を通過せずに濾過部200を通過するものであれば、いかなるものであってもよい。
(Other embodiments)
The water treatment apparatus 1000 adds the components of the respective embodiments described above, and other water treatment is performed on at least one of the raw water flow path 10, the drug-treated water flow path 20, and the filtered water flow path 40. It may further include at least one of a section and a valve. In the water treatment apparatus 1000, the medicine-treated water supplied with the medicine from the medicine supply unit 100 during normal use passes through the filtration unit 200, and the backwash water does not pass through the medicine supply unit 100 during backwashing. Any material can be used as long as it passes through the filtration unit 200.
 以下、実施の形態の水処理装置1000の特徴的構成およびそれにより得られる効果を説明する。 Hereinafter, a characteristic configuration of the water treatment apparatus 1000 according to the embodiment and effects obtained thereby will be described.
 (1) 実施の形態の水処理装置1000は、原水流路10、薬剤供給部100、薬剤処理済水流路20、濾過部200、濾過済水流路40、逆流洗浄水流路30、第1の切替弁V1、第2の切替弁V2、および排水用開閉弁V3を備えている。 (1) The water treatment apparatus 1000 of the embodiment includes a raw water flow channel 10, a chemical supply unit 100, a chemical-treated water flow channel 20, a filtration unit 200, a filtered water flow channel 40, a backwash water flow channel 30, and a first switching. A valve V1, a second switching valve V2, and a drain on-off valve V3 are provided.
 原水流路10は、原水を導く。薬剤供給部100は、原水流路10から原水を受け入れるように設けられ、原水に薬剤を供給する。薬剤処理済水流路20は、薬剤供給部100から流れ出た薬剤CAが供給された薬剤処理済みの水を導く。濾過部200は、薬剤処理済水流路20を流れる薬剤処理済みの水を受け入れるように設けられ、薬剤処理済みの水に濾過処理を施す濾材FLを有する。濾過済水流路40は、濾過部200から流れ出た濾過処理が施された濾過済みの水を導く。逆流洗浄水流路30は、原水流路10と濾過済水流路40とに接続され、原水流路10から濾過済水流路40へ逆流洗浄用の水を導く。 The raw water channel 10 guides raw water. The medicine supply unit 100 is provided so as to receive raw water from the raw water flow path 10 and supplies the medicine to the raw water. The drug-treated water flow path 20 guides the drug-treated water supplied with the drug CA flowing out from the drug supply unit 100. The filtration unit 200 is provided so as to receive chemical-treated water flowing through the chemical-treated water flow path 20, and has a filter medium FL that performs filtration on the chemical-treated water. The filtered water channel 40 guides filtered water that has flowed out of the filtering unit 200 and has been subjected to the filtering process. The backwash water flow path 30 is connected to the raw water flow path 10 and the filtered water flow path 40, and guides backwash water from the raw water flow path 10 to the filtered water flow path 40.
 第1の切替弁V1は、原水流路10と逆流洗浄水流路30との接続部に設けられている。第1の切替弁V1は、第1の通常状態および第1の逆流洗浄状態のいずれかに切り替えられる。第1の通常状態の第1の切替弁V1は、原水流路10から薬剤供給部100へ原水を導く。第1の逆流洗浄状態の第1の切替弁V1は、原水流路10から逆流洗浄水流路30へ逆流洗浄用の水を導く。 The first switching valve V1 is provided at the connection between the raw water flow channel 10 and the backwash water flow channel 30. The first switching valve V1 is switched to either the first normal state or the first backflow cleaning state. The first switching valve V <b> 1 in the first normal state guides raw water from the raw water flow path 10 to the medicine supply unit 100. The first switching valve V <b> 1 in the first backflow cleaning state guides water for backflow cleaning from the raw water flow channel 10 to the backflow cleaning water flow channel 30.
 第2の切替弁V2は、濾過済水流路40と逆流洗浄水流路30との接続部に設けられている。第2の切替弁V2は、第2の通常状態および第2の逆流洗浄状態のいずれかに切り替えられる。第2の通常状態の第2の切替弁V2は、濾過部200から流出口60へ濾過済みの水を導く。第2の逆流洗浄状態の第2の切替弁V2は、逆流洗浄水流路30から濾過済水流路40を経由して濾過部200へ逆流洗浄用の水を導く。 The second switching valve V2 is provided at the connection between the filtered water flow path 40 and the backwash water flow path 30. The second switching valve V2 is switched to either the second normal state or the second backflow cleaning state. The second switching valve V2 in the second normal state guides filtered water from the filtration unit 200 to the outlet 60. The second switching valve V <b> 2 in the second backflow cleaning state guides backflow cleaning water from the backflow cleaning water channel 30 to the filtration unit 200 via the filtered water channel 40.
 排水用開閉弁V3は、薬剤処理済水流路20に接続された排出用流路45に設けられている。排水用開閉弁V3は、閉状態および開状態のいずれかに切り替えられる。閉状態の排水用開閉弁V3は、薬剤処理済水流路20を流れる薬剤処理済みの水を濾過部200へ導く。開状態の排水用開閉弁V3は、薬剤処理済水流路20を流れる逆流洗浄用の水を排出用流路45の排出口50へ導く。 The drainage on-off valve V3 is provided in the discharge channel 45 connected to the chemical-treated water channel 20. The drainage on-off valve V3 is switched between a closed state and an open state. The drainage on-off valve V3 in the closed state guides the chemical-treated water flowing through the chemical-treated water flow path 20 to the filtration unit 200. The drainage on-off valve V3 in the open state guides the water for backflow cleaning flowing through the chemical-treated water flow path 20 to the discharge port 50 of the discharge flow path 45.
 上記の構成によれば、逆流洗浄用の水は薬剤供給部100を通過しない。そのため、逆流洗浄によって薬剤が無駄に消費されることが抑制される。 According to the above configuration, the water for backflow cleaning does not pass through the drug supply unit 100. Therefore, wasteful consumption of the drug by backflow cleaning is suppressed.
 (2) 別の実施の形態の水処理装置1000は、実施の形態1の第2の切替弁V2の代わりに、逆流洗浄用開閉弁V4を備える。逆流洗浄用開閉弁V4は、濾過済水流路40と逆流洗浄水流路30との接続部よりも濾過済みの水にとって下流側の濾過済水流路40に設けられている。逆流洗浄用開閉弁V4は、通常用開状態および逆流洗浄用閉状態のいずれかに切り替えられる。通常用開状態の逆流洗浄用開閉弁V4は、濾過部200から濾過済水流路40を経由して流出口60へ濾過済みの水を導く。逆流洗浄用閉状態の逆流洗浄用開閉弁V4は、逆流洗浄水流路30から濾過済水流路40を経由して濾過部200へ逆流洗浄用の水を導く。この構成によっても、逆流洗浄水は薬剤供給部100を通過しない。そのため、逆流洗浄によって薬剤が無駄に消費されることが抑制される。 (2) The water treatment apparatus 1000 according to another embodiment includes a backwashing on-off valve V4 instead of the second switching valve V2 according to the first embodiment. The backflow cleaning on-off valve V4 is provided in the filtered water flow path 40 on the downstream side of the filtered water from the connection portion between the filtered water flow path 40 and the backflow cleaning water flow path 30. The backflow cleaning on-off valve V4 is switched to either the normal open state or the backflow cleaning closed state. The normally opened back-flow cleaning on-off valve V4 guides filtered water from the filtering unit 200 to the outlet 60 via the filtered water flow path 40. The backflow cleaning on-off valve V4 in the backflow cleaning closed state guides backflow cleaning water from the backflow cleaning water channel 30 to the filtration unit 200 via the filtered water channel 40. Even with this configuration, the backwash water does not pass through the medicine supply unit 100. Therefore, wasteful consumption of the drug by backflow cleaning is suppressed.
 (3) 薬剤供給部100は、薬剤が投入され得る薬剤槽121を有している。薬剤供給部100は、濾過済みの水を濾過済水流路40から薬剤槽121内の薬剤CAまで導く導入流路111Aと、薬剤CAを含む薬剤処理済みの水を薬剤槽121から薬剤処理済水流路20へ導く導出流路111Cとを有している。これによれば、逆流洗浄のときに、薬剤供給部100内に逆流洗浄用の水が流れ込むことにより、薬剤CAが無駄に消費されてしまうことを抑制することができる。 (3) The drug supply unit 100 has a drug tank 121 into which a drug can be put. The medicine supply unit 100 introduces the filtered water from the filtered water passage 40 to the medicine CA in the medicine tank 121 and the medicine-treated water flow containing the medicine CA from the medicine tank 121. And a lead-out flow path 111 </ b> C leading to the path 20. According to this, it is possible to prevent wasteful consumption of the medicine CA due to the backwash water flowing into the medicine supply unit 100 during backwashing.
 本出願は、2018年2月9日に出願された日本出願の特願2018-021903号に基づく優先権を主張し、当該日本出願に記載された全ての記載内容を参照によって援用するものである。 This application claims priority based on Japanese Patent Application No. 2018-021903, filed on Feb. 9, 2018, and incorporates all the descriptions in the Japanese application by reference. .
 10 原水流路
 20 薬剤処理済水流路
 30 逆流洗浄水流路
 40 濾過済水流路
 45 排出用流路
 50 排出口
 60 流出口
 100 薬剤供給部
 111A 導入流路
 111C 導出流路
 121 薬剤槽
 200 濾過部
 1000 水処理装置
 CA 薬剤
 FL 濾材
 V1 第1の切替弁(切替弁)
 V2 第2の切替弁
 V3 排水用開閉弁
 V4 逆流洗浄用開閉弁
DESCRIPTION OF SYMBOLS 10 Raw water flow path 20 Chemical-processed water flow path 30 Backflow washing water flow path 40 Filtered water flow path 45 Discharge flow path 50 Discharge port 60 Outflow port 100 Drug supply part 111A Introduction flow path 111C Derivation flow path 121 Drug tank 200 Filtration part 1000 Water treatment device CA Chemical FL Filter medium V1 First switching valve (switching valve)
V2 Second switching valve V3 Drain open / close valve V4 Backflow open / close valve

Claims (3)

  1.  原水を導く原水流路と、
     前記原水流路から前記原水を受け入れるように設けられ、前記原水に薬剤を供給する薬剤供給部と、
     前記薬剤供給部から流れ出た前記薬剤が供給された薬剤処理済みの水を導く薬剤処理済水流路と、
     前記薬剤処理済水流路を流れる前記薬剤処理済みの水を受け入れるように設けられ、前記薬剤処理済みの水に濾過処理を施す濾材を有する濾過部と、
     前記濾過部から流れ出た前記濾過処理が施された濾過済みの水を導く濾過済水流路と、
     前記原水流路と前記濾過済水流路とに接続され、前記原水流路から前記濾過済水流路へ逆流洗浄用の水を導く逆流洗浄水流路と、
     前記原水流路と前記逆流洗浄水流路との接続部に設けられ、前記原水流路から前記薬剤供給部へ前記原水を導く第1の通常状態、および、前記原水流路から前記逆流洗浄水流路へ前記逆流洗浄用の水を導く第1の逆流洗浄状態のいずれかに切り替えられる第1の切替弁と、
     前記濾過済水流路と前記逆流洗浄水流路との接続部に設けられ、前記濾過部から流出口へ前記濾過済みの水を導く第2の通常状態、および、前記逆流洗浄水流路から前記濾過済水流路を経由して前記濾過部へ前記逆流洗浄用の水を導く第2の逆流洗浄状態のいずれかに切り替えられる第2の切替弁と、
     前記薬剤処理済水流路に接続された排出用流路に設けられ、前記薬剤処理済水流路を流れる前記薬剤処理済みの水を前記濾過部へ導く閉状態、および、前記薬剤処理済水流路を流れる前記逆流洗浄用の水を前記排出用流路の排出口へ導く開状態のいずれかに切り替えられる排水用開閉弁と、を備えた、水処理装置。
    A raw water channel for guiding the raw water,
    A chemical supply section that is provided to receive the raw water from the raw water flow path, and supplies a chemical to the raw water;
    A medicine-treated water flow path for guiding medicine-treated water supplied with the medicine flowing out from the medicine supply section;
    A filtration unit that is provided to receive the drug-treated water flowing through the drug-treated water flow path, and has a filter medium that performs filtration treatment on the drug-treated water;
    A filtered water flow path for guiding filtered water that has flowed out of the filtration unit and has undergone the filtration treatment;
    A backwash water channel connected to the raw water channel and the filtered water channel and leading water for backwashing from the raw water channel to the filtered water channel;
    A first normal state that is provided at a connection portion between the raw water flow channel and the backwash water flow channel and guides the raw water from the raw water flow channel to the drug supply unit, and the backwash water flow channel from the raw water flow channel A first switching valve that is switched to one of the first backwash states that guide the backwash water to
    A second normal state that is provided at a connection portion between the filtered water flow path and the backwash water flow path and guides the filtered water from the filtration section to an outlet, and the filtered water flow from the backwash water flow path. A second switching valve that is switched to one of the second backflow cleaning states for guiding the water for backflow cleaning to the filtration unit via a water flow path;
    A closed state that is provided in a discharge channel connected to the drug-treated water channel and guides the drug-treated water flowing through the drug-treated water channel to the filtration unit; and the drug-treated water channel A water treatment apparatus comprising: a drainage on-off valve that is switched to any one of an open state that guides the flowing backwash water to the discharge port of the discharge channel.
  2.  原水を導く原水流路と、
     前記原水流路から前記原水が流れ込むように設けられ、前記原水に薬剤を供給する薬剤供給部と、
     前記薬剤供給部から流れ出た前記薬剤が供給された薬剤処理済みの水を導く薬剤処理済水流路と、
     前記薬剤処理済水流路を流れる前記薬剤処理済みの水を受け入れるように設けられ、前記薬剤処理済みの水に濾過処理を施す濾材を有する濾過部と、
     前記濾過部から流れ出た前記濾過処理が施された濾過済みの水を導く濾過済水流路と、
     前記原水流路と前記濾過済水流路とに接続され、前記原水流路から前記濾過済水流路へ逆流洗浄用の水を導く逆流洗浄水流路と、
     前記原水流路と前記逆流洗浄水流路との接続部に設けられ、前記原水流路から前記薬剤供給部へ前記原水を導く通常状態、および、前記原水流路から前記逆流洗浄水流路へ前記
    逆流洗浄用の水を導く逆流洗浄状態のいずれかに切り替えられる切替弁と、
     前記濾過済水流路と前記逆流洗浄水流路との接続部よりも前記濾過済みの水にとって下流側の前記濾過済水流路に設けられ、前記濾過部から前記濾過済水流路を経由して流出口へ前記濾過済みの水を導く通常用開状態、および、前記逆流洗浄水流路から前記濾過済水流路を経由して前記濾過部へ前記逆流洗浄用の水を導く逆流洗浄用閉状態のいずれかに切り替えられる逆流洗浄用開閉弁と、
     前記薬剤処理済水流路に接続された排出用流路に設けられ、前記薬剤処理済水流路を流れる前記薬剤処理済みの水を前記濾過部へ導く通常用閉状態、および、前記薬剤処理済水流路を流れる前記逆流洗浄用の水を前記排出用流路の排出口へ導く逆流洗浄用開状態のいずれかに切り替えられる排水用開閉弁と、を備えた、水処理装置。
    A raw water channel for guiding the raw water,
    A chemical supply unit that is provided so that the raw water flows from the raw water flow path, and supplies a chemical to the raw water;
    A medicine-treated water flow path for guiding medicine-treated water supplied with the medicine flowing out from the medicine supply section;
    A filtration unit that is provided to receive the drug-treated water flowing through the drug-treated water flow path, and has a filter medium that performs filtration treatment on the drug-treated water;
    A filtered water flow path for guiding filtered water that has flowed out of the filtration unit and has undergone the filtration treatment;
    A backwash water channel connected to the raw water channel and the filtered water channel and leading water for backwashing from the raw water channel to the filtered water channel;
    A normal state in which the raw water is provided from the raw water flow path to the drug supply unit, and the reverse flow from the raw water flow path to the backwash water flow path, provided at a connection portion between the raw water flow path and the backflow wash water flow path; A switching valve that can be switched to one of the back-flow cleaning states that guide the cleaning water;
    Provided in the filtered water channel downstream of the filtered water channel from the connection between the filtered water channel and the backwash water channel, and the outlet from the filtered unit via the filtered water channel One of a normal open state for guiding the filtered water and a closed back flow cleaning state for guiding the water for backwashing from the backwash water flow channel to the filtration unit via the filtered water flow channel. An on-off valve for backflow cleaning that can be switched to
    A closed state for normal use, which is provided in a discharge channel connected to the drug-treated water channel and guides the drug-treated water flowing through the drug-treated water channel to the filtration unit; and the drug-treated water stream A water treatment apparatus comprising: a drainage on-off valve that can be switched to any one of an open state for backflow cleaning that guides the backflow cleaning water flowing through a channel to a discharge port of the discharge channel.
  3.  前記薬剤供給部は、
      前記薬剤が投入され得る薬剤槽と、
      前記濾過済みの水を前記濾過済水流路から前記薬剤槽内の前記薬剤まで導く導入流路と、
      前記薬剤を含む前記薬剤処理済みの水を前記薬剤槽から前記薬剤処理済水流路へ導く導出流路と、を有する、請求項1または2に記載の水処理装置。
    The medicine supply unit
    A medicine tank into which the medicine can be charged;
    An introduction channel for guiding the filtered water from the filtered water channel to the drug in the drug tank;
    The water treatment apparatus according to claim 1, further comprising: a discharge channel that guides the drug-treated water containing the drug from the drug tank to the drug-treated water channel.
PCT/JP2019/003801 2018-02-09 2019-02-04 Water treatment device WO2019156012A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2019570728A JPWO2019156012A1 (en) 2018-02-09 2019-02-04 Water treatment equipment

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2018021903 2018-02-09
JP2018-021903 2018-02-09

Publications (1)

Publication Number Publication Date
WO2019156012A1 true WO2019156012A1 (en) 2019-08-15

Family

ID=67548070

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2019/003801 WO2019156012A1 (en) 2018-02-09 2019-02-04 Water treatment device

Country Status (2)

Country Link
JP (1) JPWO2019156012A1 (en)
WO (1) WO2019156012A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022004143A1 (en) * 2020-06-30 2022-01-06 パナソニックIpマネジメント株式会社 Water treatment apparatus and pressure regulating valve
WO2022201709A1 (en) * 2021-03-23 2022-09-29 パナソニックIpマネジメント株式会社 Water purification apparatus and operation method thereof
JP7477842B2 (en) 2020-08-31 2024-05-02 国立研究開発法人農業・食品産業技術総合研究機構 Pilot valves controlling pressure reducing valves and filter cleaning systems, and pipeline facilities

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63130198U (en) * 1987-02-17 1988-08-25
JPH0760265A (en) * 1993-08-26 1995-03-07 Matsushita Electric Ind Co Ltd Circulation treating apparatus for bath
JP2001041564A (en) * 1999-07-26 2001-02-16 Matsushita Electric Ind Co Ltd Bath purifier
JP2002219469A (en) * 2000-06-15 2002-08-06 Denso Corp Bathtub water clarification system
JP2005211515A (en) * 2004-01-30 2005-08-11 Yuzawa Enterprise:Kk Chemical agent feeder used for bathtub water circulation/filtration system and bathtub water circulation/disinfection system
JP2013233523A (en) * 2012-05-10 2013-11-21 Tosoh Corp Dissolution sterilizing apparatus of solid chemical agent

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63130198U (en) * 1987-02-17 1988-08-25
JPH0760265A (en) * 1993-08-26 1995-03-07 Matsushita Electric Ind Co Ltd Circulation treating apparatus for bath
JP2001041564A (en) * 1999-07-26 2001-02-16 Matsushita Electric Ind Co Ltd Bath purifier
JP2002219469A (en) * 2000-06-15 2002-08-06 Denso Corp Bathtub water clarification system
JP2005211515A (en) * 2004-01-30 2005-08-11 Yuzawa Enterprise:Kk Chemical agent feeder used for bathtub water circulation/filtration system and bathtub water circulation/disinfection system
JP2013233523A (en) * 2012-05-10 2013-11-21 Tosoh Corp Dissolution sterilizing apparatus of solid chemical agent

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022004143A1 (en) * 2020-06-30 2022-01-06 パナソニックIpマネジメント株式会社 Water treatment apparatus and pressure regulating valve
JP7477842B2 (en) 2020-08-31 2024-05-02 国立研究開発法人農業・食品産業技術総合研究機構 Pilot valves controlling pressure reducing valves and filter cleaning systems, and pipeline facilities
WO2022201709A1 (en) * 2021-03-23 2022-09-29 パナソニックIpマネジメント株式会社 Water purification apparatus and operation method thereof

Also Published As

Publication number Publication date
JPWO2019156012A1 (en) 2021-01-07

Similar Documents

Publication Publication Date Title
WO2019156012A1 (en) Water treatment device
JP2019141766A (en) Water treatment apparatus
KR100679231B1 (en) Flexible-fiber filter module
JP2008100123A (en) Water treatment apparatus
JP5135352B2 (en) Hollow fiber membrane filtration device
JP5232393B2 (en) Water purifier
JP2006289334A (en) Reverse osmosis membrane water purifier utilizable for waste water and purified water
KR102622548B1 (en) Water treatment apparatus
JP6652958B2 (en) Ballast water production method and ballast water treatment system
JP6101505B2 (en) Filtration device
JP6459127B2 (en) Water treatment equipment
JP2020049447A (en) Solid chemical agent supplying device
CN111989297A (en) Apparatus and method for treating drinking water
CN210286987U (en) Ultra-filtration water purifying device capable of automatically backwashing
JP2007111576A (en) Back-washing method of membrane module
JP6664673B1 (en) Filtration system
CN114031229A (en) Water purifying device for secondary water supply equipment
JP2019162035A (en) Cell treatment device
JP3333086B2 (en) Water treatment equipment
JPH0342018A (en) Membrane separation apparatus
KR200191691Y1 (en) Automatic recleanable water purifier system with air drop
JP2010155196A (en) Filtration apparatus
JP3839370B2 (en) Water treatment equipment
WO2022201709A1 (en) Water purification apparatus and operation method thereof
CN211328448U (en) Water purifier water purification system

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 19750394

Country of ref document: EP

Kind code of ref document: A1

ENP Entry into the national phase

Ref document number: 2019570728

Country of ref document: JP

Kind code of ref document: A

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 19750394

Country of ref document: EP

Kind code of ref document: A1