JP2007177479A - Water service installation - Google Patents

Water service installation Download PDF

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JP2007177479A
JP2007177479A JP2005376025A JP2005376025A JP2007177479A JP 2007177479 A JP2007177479 A JP 2007177479A JP 2005376025 A JP2005376025 A JP 2005376025A JP 2005376025 A JP2005376025 A JP 2005376025A JP 2007177479 A JP2007177479 A JP 2007177479A
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water
tank
purified water
storage tank
water storage
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Ryoichi Okamoto
良一 岡本
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Eiwa Kokudo Kankyo Kk
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Eiwa Kokudo Kankyo Kk
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

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  • Sanitary Device For Flush Toilet (AREA)
  • Domestic Plumbing Installations (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a water service installation which can effectively use wastewater discharged from a flush toilet etc. without adversely affecting the environment. <P>SOLUTION: The water service installation is formed of decontamination tanks 1, 2 having a plurality of decontamination chambers 6 to 8, 13 to 15, respectively, for decontaminating wastewater etc. discharged from a toilet in stages, a decontaminated water storage tank 3 for storing therein decontaminated water by the decontamination tanks 1, 2, and a force-feeding means 5 for supplying pressurized gas into the decontaminated water storage tank 3 and force-feeding the decontaminated water squeezed out of the decontaminated water storage tank 3 into fed water accommodating sections including a feed water tank 31 of the flush toilet 9, a fire hydrant 35, etc. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、トイレから排出された汚水等を段階的に浄化処理された浄化水を有効に利用する給水装置に関するものである。   The present invention relates to a water supply apparatus that effectively uses purified water obtained by purifying sewage discharged from a toilet in stages.

従来、例えば特許文献1に示されるように、FRP製外殻の内部を隔壁により仕切って複数の空間を形成し、下部の部屋には、これらの設備から排出される汚水を溜める沈殿タンクを設け、さらに上記上部の部屋および下部の部屋と隣接して上記汚水を生物処理する合併処理浄化槽を設置して汚水を処理するとともに、上記FRP製外殻の外部には上記汚水の処理設備を含む各種負荷電源に電力を供給する自家発電設備を取り付けた可搬式の合併処理浄化槽付仮設ハウスが知られている。
特開2003−64894号公報
Conventionally, as shown in, for example, Patent Document 1, the inside of an outer shell made of FRP is partitioned by a partition to form a plurality of spaces, and a precipitation tank is provided in the lower room for collecting sewage discharged from these facilities. Further, a combined treatment septic tank for biologically treating the sewage is installed adjacent to the upper room and the lower room to treat the sewage, and the FRP outer shell includes various sewage treatment facilities. 2. Description of the Related Art A temporary house with a portable merger processing septic tank equipped with a private power generation facility that supplies power to a load power source is known.
JP 2003-64894 A

上記特許文献1に開示された合併処理浄化槽付仮設ハウスでは、上部の部屋に設置された水洗トイレに対して近隣の水道設備や湧き水、雨水等を使用するように構成されているため、地震等からなる災害の発生時等に上記水道設備等からの給水が遮断されると、上記水洗トイレを使用することが不可能になるという問題がある。また、上記合併処理浄化槽により浄化処理された処理水を河川等に放流するようにしているため、上記合併処理浄化槽の処理能力が不充分であれば環境汚染が発生し、処理能力を高度に設定した場合においても上記放流水により河川等が富栄養化される虞がある等の問題があった。   In the temporary house with a combined treatment septic tank disclosed in the above-mentioned Patent Document 1, it is configured to use nearby water facilities, spring water, rainwater, etc. for the flush toilet installed in the upper room. When water supply from the water supply facility is interrupted at the time of occurrence of a disaster consisting of, there is a problem that it becomes impossible to use the flush toilet. In addition, because the treated water purified by the merged treatment septic tank is discharged into rivers, environmental pollution occurs if the combined treatment septic tank capacity is insufficient, and the treatment capacity is set to a high level. Even in such a case, there is a problem that the river or the like may be eutrophied by the discharged water.

本発明は、上記の点に鑑みてなされたものであり、環境に悪影響を与えることなく、水洗トイレ等から排出された汚水等を有効に利用することができる給水装置を提供することを目的としている。   The present invention has been made in view of the above points, and an object thereof is to provide a water supply apparatus that can effectively use sewage discharged from a flush toilet or the like without adversely affecting the environment. Yes.

請求項1に係る発明は、トイレから排出された汚水等を段階的に浄化する複数の浄化処理室を有する浄化処理タンクと、この浄化処理タンクにより浄化処理された浄化水を貯留する浄化水貯留タンクと、この浄化水貯留タンク内に加圧ガスを供給して浄化水貯留タンク内から押し出された浄化水を被給水部に圧送する圧送手段とを備えたものである。   The invention according to claim 1 is a purification tank having a plurality of purification treatment chambers for purifying sewage discharged from a toilet in stages, and purified water storage for storing purified water purified by the purification treatment tank. A tank and a pressure feeding means for supplying pressurized gas into the purified water storage tank and pumping purified water pushed out from the purified water storage tank to the supplied water portion.

請求項2に係る発明は、上記請求項1に記載の給水装置において、上記圧送手段に、加圧ガスを貯留する蓄圧タンクと、この蓄圧タンクに貯留された加圧ガスを必要に応じて上記浄化水貯留タンクに供給する供給管とを設けたものである。   According to a second aspect of the present invention, in the water supply apparatus according to the first aspect, the pressure-feeding means may include a pressure accumulation tank that stores pressurized gas, and a pressurized gas stored in the pressure accumulation tank as necessary. A supply pipe for supplying to the purified water storage tank is provided.

請求項3に係る発明は、上記請求項1または2に記載の給水装置において、飲料水を貯留する飲料水貯留タンクと、この飲料水貯留タンク内に加圧ガスを供給して飲料水貯留タンク内から押し出された浄化水を被給水部に圧送する圧送手段とを備えたものである。   The invention according to claim 3 is the water supply apparatus according to claim 1 or 2, wherein the drinking water storage tank stores drinking water, and the drinking water storage tank is configured to supply pressurized gas into the drinking water storage tank. And a pumping means for pumping the purified water pushed out from the inside to the water supply portion.

請求項4に係る発明は、上記請求項1〜3の何れか1項に記載の給水装置において、被給水部に浄化水を供給する浄化水の供給タンクを被給水部よりも高所に設け、災害発生時に圧送手段を介して浄化水貯留タンク内に加圧ガスを供給することにより浄化水貯留タンク内から押し出された浄化水を上記浄化水の供給タンクに圧送するように構成したものである。   According to a fourth aspect of the present invention, in the water supply apparatus according to any one of the first to third aspects, a supply tank for purified water for supplying purified water to the supplied water part is provided at a higher position than the supplied water part. The purified water pushed out from the purified water storage tank is supplied to the purified water supply tank by supplying pressurized gas into the purified water storage tank via the pressure feeding means when a disaster occurs. is there.

上記請求項1に係る発明によれば、地震等からなる災害の発生時等に、上記圧送手段から浄化水貯留タンク内に加圧ガスを供給することにより、この浄化水貯留タンク内の浄化水を、水洗トイレの給水タンクおよび消火栓等からなる被給水部に供給することができるため、浄化水貯留タンク内に貯留された洗浄水の有効利用を図ることができる。   According to the first aspect of the present invention, when a disaster such as an earthquake occurs, the purified water in the purified water storage tank is supplied by supplying pressurized gas from the pumping means into the purified water storage tank. Can be supplied to a water supply portion including a water supply tank and a fire hydrant of a flush toilet, so that it is possible to effectively use the wash water stored in the purified water storage tank.

上記請求項2に係る発明によれば、地震等からなる災害の発生時等に、蓄圧タンクに貯留された加圧ガスを上記浄化水貯留タンクに供給することにより、この浄化水貯留タンク内の浄化水を被給水部に対して簡単かつ迅速に圧送できるという利点がある。   According to the second aspect of the present invention, when a disaster such as an earthquake occurs, the pressurized gas stored in the pressure accumulation tank is supplied to the purified water storage tank, so that There is an advantage that the purified water can be pumped easily and quickly to the water supply portion.

上記請求項3に係る発明によれば、地震等からなる災害の発生時等に、上記圧送手段から飲料水貯留タンク内に加圧ガスを供給することにより、この飲料水貯留タンク内の浄化水を被給水部に供給することができるため、ライフラインが回復されるまでの間、上記飲料水貯留タンクを利用して飲料水を確保できるという利点がある。   According to the third aspect of the present invention, the purified water in the drinking water storage tank is supplied by supplying pressurized gas from the pumping means into the drinking water storage tank when a disaster such as an earthquake occurs. Can be supplied to the supplied water portion, and there is an advantage that the drinking water can be secured using the drinking water storage tank until the lifeline is recovered.

上記請求項4に係る発明によれば、地震等からなる災害の発生時等に、上記圧送手段から浄化水貯留タンク内に加圧ガスを供給して浄化水貯留タンク内から押し出された浄化水を、高所に位置する浄化水の供給タンク内に圧送することにより、給水ラインを気密状態に維持する等の煩雑な構成を採用することなく、上記供給タンク内に圧送されて貯留された浄化水を長期間に亘り有効に利用できるという利点がある。   According to the fourth aspect of the present invention, when a disaster such as an earthquake occurs, the purified water pushed out from the purified water storage tank by supplying pressurized gas from the pumping means into the purified water storage tank. Is pumped and stored in the supply tank without adopting a complicated configuration such as maintaining the water supply line in an airtight state. There is an advantage that water can be used effectively over a long period of time.

図1は、本発明に係る給水装置の実施形態を示している。この給水装置は、鋼板材、アルミニウム合金材、ステンレス鋼材、プラスチック材、PC(プレストレスコンクリート)材、鉄筋コンクリート材、FRP(繊維強化プラスチック)材またはプラスチック材等により形成された複数の浄化処理室6〜8を有する第1浄化処理タンク1と、この第1浄化処理タンク1から導出された処理水を浄化処理する複数の浄化処理室13〜15および浄化水を貯留する浄化水貯留室16を有する第2浄化処理タンク2と、この第2浄化処理タンク2から導出された浄化水を貯留する浄化水貯留タンク3と、水道水等の飲料水を貯留する飲料水貯留タンク4と、上記浄化水貯留タンク3内の浄化水および飲料水貯留タンク4内の飲料水を必要に応じて被給水部に圧送する圧送手段5とを備えている。   FIG. 1 shows an embodiment of a water supply apparatus according to the present invention. This water supply device includes a plurality of purification treatment chambers 6 formed of steel plate material, aluminum alloy material, stainless steel material, plastic material, PC (prestressed concrete) material, reinforced concrete material, FRP (fiber reinforced plastic) material, plastic material, or the like. 1 to 8, a plurality of purification treatment chambers 13 to 15 for purifying treated water derived from the first purification treatment tank 1, and a purified water storage chamber 16 for storing purified water. The second purification treatment tank 2, the purified water storage tank 3 for storing purified water derived from the second purification treatment tank 2, the drinking water storage tank 4 for storing drinking water such as tap water, and the purified water A pumping means 5 is provided for pumping purified water in the storage tank 3 and drinking water in the drinking water storage tank 4 to the water supply section as necessary.

上記第1浄化処理タンク1は、最上流部に位置する沈殿分離室からなる最上流浄化処理室6と、その下流側に位置する接触ばっ気処理室からなる第2浄化処理室7と、その下流側に位置する沈殿室からなる第3浄化処理室8とを有し、家屋または公衆便所等に設置された水洗トイレ9の便器10から排出管11を介して導出された汚水等が上記最上流浄化処理室6内に導入されるようになっている。   The first purification treatment tank 1 includes an uppermost purification treatment chamber 6 comprising a precipitation separation chamber located at the most upstream part, a second purification treatment chamber 7 comprising a contact aeration treatment chamber located downstream thereof, A third purification treatment chamber 8 composed of a sedimentation chamber located on the downstream side, and the waste water or the like led out from the toilet 10 of the flush toilet 9 installed in a house or public toilet etc. through the discharge pipe 11 It is introduced into the upstream purification treatment chamber 6.

また、上記第2浄化処理タンク2は、第1浄化処理タンク1から連結管12を介して導出された処理水が導入される第1の接触濾過室からなる第4浄化処理室13と、この第4浄化処理室13の下流側に位置する第2の接触濾過室からなる第5浄化処理室14と、この第5浄化処理室14の下流側に位置する沈殿濾過室からなる最下流浄化処理室15と、この最下流浄化処理室15から導出された処理水を脱色処理して貯留する浄化水貯留室16とを有している。   The second purification treatment tank 2 includes a fourth purification treatment chamber 13 including a first contact filtration chamber into which treated water led out from the first purification treatment tank 1 through the connecting pipe 12 is introduced, The most downstream purification treatment comprising a fifth purification treatment chamber 14 comprising a second contact filtration chamber located downstream of the fourth purification treatment chamber 13 and a precipitation filtration chamber located downstream of the fifth purification treatment chamber 14. It has the chamber 15 and the purified water storage chamber 16 which stores the treated water derived | led-out from this most downstream purification processing chamber 15 by decoloring.

上記第1浄化処理タンク1の最上流浄化処理室(沈殿分離室)6は、導入された汚水中の紙および粗大異物等の汚泥成分を沈殿させて分離した後に、この分離後の処理水を上記第2浄化処理室7にオーバフローさせて導出するとともに、この第2浄化処理室7に浮遊物が流失するのをバッフルプレート17により阻止するように構成されている。なお、上記最上流浄化処理室6において沈殿した固形分は、定期的(例えば1年毎)に外部に吸い出されて処理される。   The most upstream purification treatment chamber (precipitation separation chamber) 6 of the first purification treatment tank 1 precipitates and separates sludge components such as paper and coarse foreign matters in the introduced wastewater, and then supplies the treated water after separation. The second purification treatment chamber 7 is overflowed and led out, and the baffle plate 17 prevents the floating matter from flowing into the second purification treatment chamber 7. The solid content precipitated in the most upstream purification processing chamber 6 is sucked out and processed periodically (for example, every year).

上記第2浄化処理室8(接触ばっ気室)には、従来周知の図示を省略したプラスチック製接触材および濾過膜材が設置されるとともに、ブロア18から供給された空気を上記プラスチック製接触材の下方に放出する散気管19が接続されている。そして、上記最上流浄化処理室7の上部からオーバフローすることにより第2浄化処理室8内に導入された処理水が、散気管19から放出された空気によって撹拌されつつ、上記プラスチック製接触材に付着して生息した微生物により上記分離水中の汚泥成分が分解処理されるとともに、濾過膜材により濾過処理されるように構成されている。   The second purification treatment chamber 8 (contact aeration chamber) is provided with a conventionally known plastic contact material and filtration membrane material (not shown), and the air supplied from the blower 18 is supplied with the plastic contact material. An air diffuser 19 that discharges below is connected. Then, the treated water introduced into the second purification treatment chamber 8 by overflowing from the upper part of the uppermost purification treatment chamber 7 is agitated by the air discharged from the air diffuser pipe 19, and is applied to the plastic contact material. The sludge components in the separated water are decomposed by the microorganisms that have adhered and inhabited, and are filtered by a filter membrane material.

また、上記第2浄化処理室7内において浄化処理された処理水は、連通路を介して第3浄化処理室8(沈殿室)内に導入されることにより沈殿処理される。この第3浄化処理室8内において沈殿処理された処理水は、上記連結管12を介して上記第2浄化処理タンク2内にオーバフローすることにより、上記第4浄化処理室13および第5浄化処理室14内に順次導入されるようになっている。この第4,第5浄化処理室(接触濾過室)13,14内には、メッシュ状の袋体内にカキ、ホタテ貝、ホッキ貝、真珠貝、アサリ、シジミ、はまぐり、アオヤギ、カラス貝、サザエ、ミル貝もしくは貝化石等からなる貝殻、または死滅して白化した珊瑚が収容されてなる貝殻・珊瑚製接触材(図示せず)が充填されるとともに、その下方にブロア18から供給された空気を放出する散気管20が接続されている。   The treated water purified in the second purification treatment chamber 7 is precipitated by being introduced into the third purification treatment chamber 8 (precipitation chamber) via the communication path. The treated water precipitated in the third purification treatment chamber 8 overflows into the second purification treatment tank 2 through the connecting pipe 12, whereby the fourth purification treatment chamber 13 and the fifth purification treatment are performed. The chamber 14 is sequentially introduced. In the fourth and fifth purification treatment chambers (contact filtration chambers) 13 and 14, oysters, scallops, seashells, pearl oysters, clams, clams, clams, clams, goats, crows, and turban shells are formed in mesh bags. , Shells made of mill shells or fossil shells, or shell / smoked contact materials (not shown) containing dead and whitened cocoons, and air supplied from the blower 18 below Is connected to the diffuser tube 20.

そして、上記第4,第5浄化処理室13,14内に導入された処理水は、散気管20から放出された空気によって撹拌されつつ、上記貝殻・珊瑚製接触材に付着した状態で生息する微生物により、上記処理水中の汚泥成分が分解処理される。また、上記第5浄化処理室14において浄化処理された処理水は、その下端部から最下流浄化処理室15に導出される。この最下流浄化処理室(沈殿濾過室)15は、多孔質体からなるゼオライトが収容された濾過体(図示せず)を有し、上記第5浄化処理室14から導出された処理水中の不純物を沈殿させて汚水と上澄み水とに分離するとともに、この上澄み水中の微細な不純物を上記濾過体により濾過して浄化水を生成するように構成されている。   The treated water introduced into the fourth and fifth purification treatment chambers 13 and 14 is agitated by the air released from the air diffuser 20 and inhabited while adhering to the shell / smoked contact material. The sludge component in the treated water is decomposed by microorganisms. Further, the treated water purified in the fifth purification treatment chamber 14 is led out to the most downstream purification treatment chamber 15 from its lower end. The most downstream purification treatment chamber (precipitation filtration chamber) 15 has a filter body (not shown) containing a porous zeolite, and impurities in the treated water led out from the fifth purification treatment chamber 14. Is separated into waste water and supernatant water, and fine impurities in the supernatant water are filtered by the filter body to generate purified water.

上記最下流浄化処理室15において生成された浄化水は、上記浄化水貯留室16内にオーバフローして導出される。この浄化水貯留室16には、図2に示すように、複数の透孔が形成された仕切り板21,22が上下に設置された吸着筒23と、この吸着筒23内の仕切り板21,22間に配設された活性炭収容体24と、浄化水貯留室16内の処理水を吸引して上記活性炭収容体24の下方部に吐出する循環ポンプ25および循環パイプ26を有する循環手段27とが設けられている。上記活性炭収容体24は、布材等からなる袋体内に石炭系の活性炭が充填されることにより構成されている。上記循環手段27により活性炭収容体24の下方部に吐出された処理水が、上記吸着筒23内を通って上記浄化水貯留室16内を循環するとともに、その際に、活性炭収容体24内の石炭系活性炭により色素成分が吸着されて効果的に脱色されるようになっている。   The purified water generated in the most downstream purification processing chamber 15 overflows into the purified water storage chamber 16 and is led out. As shown in FIG. 2, the purified water storage chamber 16 has an adsorption cylinder 23 in which partition plates 21 and 22 each having a plurality of through holes are vertically installed, and a partition plate 21 in the adsorption cylinder 23, Activated carbon container 24 disposed between 22 and circulation means 27 having a circulation pump 25 and a circulation pipe 26 for sucking the treated water in the purified water storage chamber 16 and discharging it to the lower part of the activated carbon container 24. Is provided. The activated carbon container 24 is configured by filling a coal-based activated carbon into a bag made of a cloth material or the like. The treated water discharged to the lower part of the activated carbon container 24 by the circulation means 27 circulates in the purified water storage chamber 16 through the adsorption cylinder 23, and at that time, in the activated carbon container 24. The pigment component is adsorbed by the coal-based activated carbon and effectively decolorized.

上記浄化水貯留室16において脱色処理された浄化水は、図1に示すように、その一部が給水ポンプ28および給水パイプ29を有する給水手段30によって水洗トイレ9の給水タンク31に供給されるとともに、残りが導出管32を介して上記浄化水貯留タンク3に導出されて貯留されるように構成されている。上記導出管32には、浄化水貯留タンク3内の浄化水が第2浄化処理タンク2に逆流するのを阻止するとともに、後述する加圧ガスの供給時に浄化水貯留タンク3を気密状態に維持するための逆止弁32aが設けられている。   As shown in FIG. 1, a part of the purified water decolorized in the purified water storage chamber 16 is supplied to a water supply tank 31 of the flush toilet 9 by a water supply means 30 having a water supply pump 28 and a water supply pipe 29. At the same time, the remainder is led out and stored in the purified water storage tank 3 via the outlet pipe 32. The outlet pipe 32 prevents the purified water in the purified water storage tank 3 from flowing back to the second purification treatment tank 2 and maintains the purified water storage tank 3 in an airtight state when supplying a pressurized gas described later. A check valve 32a is provided.

また、上記浄化水貯留タンク3の容量は、第1浄化処理タンク1および第2浄化処理タンク2からなる汚水浄化装置の定期点検を行う前に、この汚水浄化処理装置によって汚水が浄化処理されることにより生成された浄化水が、上記浄化水貯留タンク3からオーバフローするのを防止し得る容量に設定されている。すなわち、上記水洗トイレ9の便器10から排出管11を介して第1浄化処理タンク1の最上流浄化処理室6内に導入される汚水等は、上記汚水浄化装置により浄化処理された後に給水手段30を介して水洗トイレ9の給水タンク31に供給されることにより循環使用される処理水と、上記給水タンク31に水道等から適宜に補充される補充水と、上記水洗トイレの便器10に排出された糞尿等とからなり、この糞尿等に起因した処理水と上記補充水とに相当する量だけ処理水量が順次増大し、この増大した処理水量に相当する浄化水が上記浄化水貯留タンク3内に貯留されることになる。したがって、例えば1年毎に定期点検が行われる場合には、この間に増大した上記浄化水を上記浄化水貯留タンク3内に貯留し得るように、その容量が設定されている。   Further, the capacity of the purified water storage tank 3 is such that the sewage is purified by the sewage purification treatment apparatus before the sewage purification apparatus comprising the first purification treatment tank 1 and the second purification treatment tank 2 is periodically inspected. The capacity of the purified water generated thereby is set so as to prevent the purified water storage tank 3 from overflowing. That is, the sewage or the like introduced into the uppermost stream purification treatment chamber 6 of the first purification treatment tank 1 from the toilet 10 of the flush toilet 9 via the discharge pipe 11 is purified by the sewage purification device and then supplied with water. The treated water that is circulated and used by being supplied to the water supply tank 31 of the flush toilet 9 through 30, the replenishment water that is appropriately replenished from the water supply into the water supply tank 31, and the toilet 10 of the flush toilet The amount of treated water is sequentially increased by an amount corresponding to the treated water resulting from the manure and the like and the replenishing water, and the purified water corresponding to the increased treated water amount is the purified water storage tank 3. Will be stored inside. Therefore, for example, when a periodic inspection is performed every year, the capacity is set so that the purified water increased during this period can be stored in the purified water storage tank 3.

上記圧送手段5は、空気または窒素ガス等を圧縮して加圧した加圧ガスを貯留する蓄圧タンク33と、この蓄圧タンク33内の加圧ガスを必要に応じて上記浄化水貯留タンク3に供給する第1供給管34と、上記蓄圧タンク33内の浄化水を水洗トイレ9の給水タンク31および消火栓35等からなる被給水部に圧送する第1圧送管37とを有している。また、上記圧送手段5には、蓄圧タンク33内の加圧ガスを必要に応じて上記飲料水貯留タンク4に供給する第2供給管38と、上記蓄圧タンク33内の飲料水を水道の蛇口39からなる被給水部に圧送する第2圧送管40とが設けられている。   The pressure feeding means 5 includes a pressure accumulation tank 33 that stores pressurized gas compressed by compressing air or nitrogen gas, and the pressurized gas in the pressure accumulation tank 33 to the purified water storage tank 3 as necessary. A first supply pipe 34 to be supplied and a first pressure feed pipe 37 for pumping the purified water in the pressure accumulating tank 33 to a water supply portion including the water supply tank 31 and the fire hydrant 35 of the flush toilet 9 are provided. The pressure feeding means 5 includes a second supply pipe 38 that supplies pressurized gas in the pressure accumulating tank 33 to the potable water storage tank 4 as necessary, and tap water for drinking water in the pressure accumulating tank 33. And a second pumping pipe 40 for pumping to the water supply portion 39.

そして、地震等からなる災害の発生時等には、第1供給管34に設けられた開閉バルブ41を開放状態とすると、上記蓄圧タンク33から第1供給管34を介して浄化水貯留タンク3内に加圧ガスが供給され、その圧力に応じて浄化水貯留タンク3内から押し出された浄化水が、上記第1圧送管37を介して上記給水タンク31および消火栓35等に圧送される。また、上記第2供給管38に設けられた開閉バルブ42を開放状態とすると、上記蓄圧タンク33から第2供給管38を介して飲料水貯留タンク4内に加圧ガスが供給され、その圧力に応じて飲料水貯留タンク4内から押し出された飲料水が、上記第2圧送管40を介して上記水道の蛇口39等に圧送されるようになっている。   When a disaster such as an earthquake occurs, the open / close valve 41 provided in the first supply pipe 34 is opened, and then the purified water storage tank 3 is connected from the pressure accumulation tank 33 through the first supply pipe 34. The pressurized gas is supplied to the inside, and the purified water pushed out of the purified water storage tank 3 in accordance with the pressure is pumped to the water supply tank 31 and the fire hydrant 35 through the first pressure feed pipe 37. Further, when the open / close valve 42 provided in the second supply pipe 38 is opened, pressurized gas is supplied from the pressure accumulation tank 33 through the second supply pipe 38 into the drinking water storage tank 4, and its pressure Accordingly, the drinking water pushed out of the drinking water storage tank 4 is pumped to the tap 39 of the water supply via the second pumping pipe 40.

上記構成において、水洗トイレ9の便器10から排出管11を介して第1浄化処理タンク1の最上流浄化処理室(沈殿分離室)6内に導入された汚水等は、この最上流浄化処理室6内において紙および粗大異物等の汚泥成分が沈殿分離された後、第2浄化処理室(接触ばっ気室)7内に導入される。この第2浄化処理室7内に導入された処理水は、その汚泥成分が微生物により分解処理されるとともに、第3浄化処理室(沈殿室)8に導入されて沈殿処理された後、上記第2浄化処理タンク2の第4,第5流浄化処理室(接触濾過室)13,14および最下流浄化処理室(沈殿濾過室)15を経て浄化水貯留室16内に導入されて貯留され、さらに上記浄化水貯留タンク3に導出されて貯留される。   In the above-described configuration, the sewage introduced into the most upstream purification treatment chamber (precipitation separation chamber) 6 of the first purification treatment tank 1 from the toilet 10 of the flush toilet 9 via the discharge pipe 11 is the most upstream purification treatment chamber. 6, after sludge components such as paper and coarse foreign matter are precipitated and separated, they are introduced into the second purification treatment chamber (contact aeration chamber) 7. The treated water introduced into the second purification treatment chamber 7 has its sludge components decomposed by microorganisms and introduced into the third purification treatment chamber (precipitation chamber) 8 for precipitation treatment, and then 2 is introduced and stored in the purified water storage chamber 16 via the fourth and fifth flow purification treatment chambers (contact filtration chambers) 13 and 14 and the most downstream purification treatment chamber (precipitation filtration chamber) 15 of the purification tank 2; Further, it is led out and stored in the purified water storage tank 3.

そして、地震等からなる災害の発生時等には、第1供給管34の開閉バルブ41を開放状態として上記蓄圧タンク33から浄化水貯留タンク3内に加圧ガスを供給することにより、浄化水貯留タンク3内の浄化水を、上記給水タンク31および消火栓35等からなる被給水部に圧送することができる。このため、上記災害の発生等により、水道水や電力等を供給するライフラインが遮断された場合においても、上記消火栓35を利用して火災の消火活動を行うとともに、上記給水タンク34内に給水して水洗トイレの継続使用を可能にすることにより、上記浄化水貯留タンク3内に貯留された洗浄水の有効利用を図ることができる。   When a disaster such as an earthquake occurs, the open / close valve 41 of the first supply pipe 34 is opened and the pressurized gas is supplied from the pressure accumulating tank 33 into the purified water storage tank 3 to obtain purified water. The purified water in the storage tank 3 can be pressure-fed to a water supply unit composed of the water supply tank 31 and the fire hydrant 35. For this reason, even when the lifeline supplying tap water or electric power is shut off due to the occurrence of the disaster, the fire hydrant 35 is used to extinguish a fire and water is supplied into the water supply tank 34. Thus, by allowing the flush toilet to be used continuously, it is possible to effectively use the wash water stored in the purified water storage tank 3.

しかも、上記実施形態では、通常時に上記第2浄化処理タンク2の浄化水貯留室16内に貯留された浄化水の一部を、給水手段30によって水洗トイレの給水タンク31に供給するとともに、残りを上記浄化水貯留タンク3に導出して貯留し、かつこの浄化水貯留タンク3の容量を、上記第1,第2浄化処理タンク1,2からなる汚水浄化処理装置の定期点検を行う前に上記浄化水貯留タンク3から浄化水がオーバフローするのを防止し得る値に設定したため、上記浄化水を河川等に放流することなく、これを有効に利用することができる。したがって、上記汚水浄化装置により浄化処理された浄化水が放流されて環境汚染が発生したり、河川等が富栄養化したりする等の弊害を生じることなく、上記浄化水の有効利用を図ることができるという利点がある。なお、通常時に、上記浄化水貯留タンク3内に貯留された浄化水を、水耕栽培植物等からなる作物の栽培水として供給することにより、上記浄化水の有効利用を図るように構成してもよい。   Moreover, in the above embodiment, a part of the purified water stored in the purified water storage chamber 16 of the second purification treatment tank 2 is supplied to the water supply tank 31 of the flush toilet by the water supply means 30 at the normal time, and the remaining Before the periodic check of the sewage purification treatment apparatus comprising the first and second purification treatment tanks 1 and 2 is conducted. Since the purified water is set to a value that can prevent the purified water from overflowing from the purified water storage tank 3, the purified water can be effectively used without being discharged into a river or the like. Therefore, it is possible to effectively use the purified water without causing adverse effects such as the release of the purified water purified by the sewage purification apparatus to cause environmental pollution or eutrophication of rivers. There is an advantage that you can. In addition, the purified water stored in the purified water storage tank 3 is normally supplied as cultivated water for crops made of hydroponic plants and the like so that the purified water can be effectively used. Also good.

上記圧送手段5に、加圧ガスを貯留する蓄圧タンク33と、この蓄圧タンク33に貯留された加圧ガスを必要に応じて上記浄化水貯留タンク3に供給する第1供給管34とを設けてなる上記実施形態に代え、手動操作により加圧ガスを上記浄化水貯留タンク3に供給する手動式の加圧ポンプ等を利用して上記浄化水貯留タンク3内に加圧ガスを圧送するように構成してもよい。しかし、上記実施形態に示すように、蓄圧タンク33に貯留された加圧ガスを上記浄化水貯留タンク3に供給することにより、浄化水貯留タンク3内の浄化水を、上記給水タンク31および消火栓35等からなる被給水部に圧送するように構成した場合には、簡単かつ迅速に上記浄化水を被給水部に供給できるという利点がある。   The pressure-feeding means 5 is provided with a pressure accumulation tank 33 that stores pressurized gas, and a first supply pipe 34 that supplies the pressurized gas stored in the pressure accumulation tank 33 to the purified water storage tank 3 as necessary. Instead of the above-described embodiment, the pressurized gas is pumped into the purified water storage tank 3 using a manual pressurizing pump or the like that supplies the pressurized gas to the purified water storage tank 3 by manual operation. You may comprise. However, as shown in the embodiment, by supplying the pressurized gas stored in the pressure accumulating tank 33 to the purified water storage tank 3, the purified water in the purified water storage tank 3 is supplied to the water supply tank 31 and the fire hydrant. In the case where it is configured to be pumped to a water supply portion made of 35 or the like, there is an advantage that the purified water can be supplied to the water supply portion easily and quickly.

また、上記実施形態に示すように、飲料水を貯留する飲料水貯留タンク4を設け、この飲料水貯留タンク4内に上記圧送手段5から加圧ガスを供給することにより、飲料水貯留タンク4内から押し出された浄化水を水道の蛇口39等からなる被給水部に圧送するように構成した場合には、地震等からなる災害の発生時等に、ライフラインが回復されるまでの間、上記飲料水貯留タンク4を利用して飲料水を確保できるという利点がある。   Moreover, as shown in the said embodiment, the drinking water storage tank 4 which stores drinking water is provided, and the drinking water storage tank 4 is supplied by supplying pressurized gas from the said pressure feeding means 5 in this drinking water storage tank 4. When the purified water pushed out from the inside is configured to be pumped to the water supply part composed of the tap 39 or the like of the water supply, until the lifeline is restored in the event of a disaster such as an earthquake, There is an advantage that drinking water can be secured using the drinking water storage tank 4.

なお、図1の仮想線で示すように、上記給水タンク31および消火栓35等からなる被給水部に上記浄化水貯留タンク3内の浄化水を供給する浄化水の供給タンク43を、被給水部よりも高所に位置する家屋の屋上等に設け、地震等からなる災害の発生時等に、上記圧送手段5から浄化水貯留タンク3内に加圧ガスを供給することにより浄化水貯留タンク3内から押し出された浄化水を上記浄化水の供給タンク43内に圧送するように構成してもよい。このように構成した場合には、上記蓄圧タンク33、第1供給管34、第1圧送管37、浄化水貯留タンク3、第1圧送管37、浄化水の供給タンク43および被給水部等からなる給水ラインを気密状態に維持する等の複雑な構成を採用することなく、上記供給タンク43内に圧送されて貯留された浄化水を、水洗トイレ9の給水タンク31等からなる被給水部に供給してこの浄化水を長期間に亘り有効に利用できるという利点がある。   In addition, as shown by the phantom line of FIG. 1, the supply tank 43 of the purified water which supplies the purified water in the said purified water storage tank 3 to the to-be-watered part which consists of the said water supply tank 31 and the fire hydrant 35 grade | etc., The purified water storage tank 3 is provided on the roof of a house located higher than the above, and is supplied with pressurized gas from the pressure feeding means 5 into the purified water storage tank 3 when a disaster such as an earthquake occurs. You may comprise so that the purified water extruded from the inside may be pumped in the said purified water supply tank 43. FIG. In the case of such a configuration, from the pressure accumulating tank 33, the first supply pipe 34, the first pressure feed pipe 37, the purified water storage tank 3, the first pressure feed pipe 37, the purified water supply tank 43, the supplied water portion, and the like. Without adopting a complicated configuration such as maintaining the water supply line in an airtight state, the purified water that has been pressure-fed and stored in the supply tank 43 is supplied to the water supply portion including the water supply tank 31 of the flush toilet 9 and the like. There is an advantage that the purified water can be supplied and used effectively over a long period of time.

また、図3に示すように、家屋の屋上等に太陽光発電施設44を設けるともに、風力発電施設45を家屋の近傍等に設け、これらの発電施設44,45により得られた電力を、電柱46を介して供給される商用電力とともに有効に利用するように構成してもよい。すなわち、上記太陽光発電施設44および風力発電施設45により得られた電力を接続端子47およびインバータ48を介して分電盤49に供給し、この分電盤49から家屋内の電気設備および上記ブロア18および給水ポンプ28等に供給するとともに、上記接続端子47からチャージコントローラ50を介して蓄電池51に供給し、この蓄電池51に充電するようにしてもよい。   In addition, as shown in FIG. 3, a solar power generation facility 44 is provided on the rooftop of a house, and a wind power generation facility 45 is provided in the vicinity of the house, etc. You may comprise so that it may utilize effectively with the commercial power supplied via 46. FIG. That is, the electric power obtained by the solar power generation facility 44 and the wind power generation facility 45 is supplied to the distribution board 49 via the connection terminal 47 and the inverter 48, and the electrical equipment in the house and the blower are supplied from the distribution board 49. 18 and the water supply pump 28 may be supplied to the storage battery 51 from the connection terminal 47 via the charge controller 50, and the storage battery 51 may be charged.

上記のように構成した場合には、地震等からなる災害の発生時等に、ライフラインである商用電力の供給が停止された場合においても、上記ブロア18および給水ポンプ28等を作動させて上記汚水浄化装置を有効に作動させることができる。また、エンジン発電機等からなる非常用の発電機52を設け、この非常用の発電機52において発生した電力を分電盤49から各所に供給するように構成してもよい。さらに、上記太陽発電施設44および風力発電施設45により得られた余分な電力を商用電力として売電するようにしてもよい。   When configured as described above, even when the supply of commercial power, which is a lifeline, is stopped when a disaster such as an earthquake occurs, the blower 18 and the water supply pump 28 are operated to The sewage purification apparatus can be operated effectively. Further, an emergency generator 52 composed of an engine generator or the like may be provided, and the electric power generated in the emergency generator 52 may be supplied from the distribution board 49 to various places. Further, excess power obtained by the solar power generation facility 44 and the wind power generation facility 45 may be sold as commercial power.

また、上記太陽発電施設44として集風ダクトを利用した風洞型風力発電機を使用し、この風洞型風力発電機の集風ダクト内に上記蓄圧タンク33から必要に応じて圧縮ガスを供給するように構成してもよい。このように構成した場合には、風力が弱いときに、上記蓄圧タンク33から供給される圧縮ガスの圧力を利用して風洞内の羽根を回転させることにより、効率よく電気エネルギーが得られるという利点がある。   Further, a wind tunnel type wind power generator using a wind collecting duct is used as the solar power generation facility 44, and compressed gas is supplied from the pressure accumulating tank 33 into the wind collecting duct of the wind tunnel type wind power generator as required. You may comprise. In such a configuration, when the wind power is weak, the electric energy can be efficiently obtained by rotating the blades in the wind tunnel using the pressure of the compressed gas supplied from the pressure accumulating tank 33. There is.

図4に示すように、家屋内に配設されたキッチンユニット53および風呂54等から排出された排水を、排水管55を介して第1浄化処理タンク1の最上流浄化処理室6内に導入させることにより、上記水洗トイレ9の便器10から排出された汚水等とともに浄化処理するように構成してもよい。また、地震等からなる災害の発生時等に、飲料水貯留タンク4内に貯留された飲料水(水道水)を、第2圧送管40を介してキッチンユニット53および風呂54の水道用蛇口に圧送する圧送管40に、必要に応じて水洗トイレ9の給水タンク31に上記飲料水貯留タンク4内の飲料水(水道水)を圧送する圧送管56を設けた構造としてもよい。   As shown in FIG. 4, the waste water discharged from the kitchen unit 53 and the bath 54 disposed in the house is introduced into the most upstream purification treatment chamber 6 of the first purification treatment tank 1 through the drain pipe 55. By carrying out, you may comprise so that a purification process may be carried out with the waste water etc. which were discharged | emitted from the toilet bowl 10 of the said flush toilet 9. FIG. Also, when a disaster such as an earthquake occurs, the drinking water (tap water) stored in the drinking water storage tank 4 is supplied to the kitchen unit 53 and the water tap of the bath 54 via the second pumping pipe 40. It is good also as a structure which provided the pressure feed pipe 56 which pumps the drinking water (tap water) in the said drinking water storage tank 4 to the water supply tank 31 of the flush toilet 9 as needed in the pressure feed pipe 40 to pump.

さらに、図4に示す実施形態では、給水手段30の給水ポンプ28および給水パイプ29により第2浄化処理タンク2の浄化水貯留室16から導出された浄化水を、循環パイプ57を介して循環させることにより、上記活性炭収容体24が収容された吸着筒23に処理水を通過させる循環手段の循環ポンプとして上記給水ポンプ28を利用するように構成しているが、この構成に限られず、図2に示すように、別体の循環ポンプ25を有する循環手段28を設けた構成としてもよい。また、上記浄化水貯留タンク3内の浄化水を第1浄化処理タンク1の最上流浄化処理室6内に張水として供給する水中ポンプ58、送水管59および開閉弁60を有する送水手段61を設けた構造としてもよい。   Further, in the embodiment shown in FIG. 4, the purified water led out from the purified water storage chamber 16 of the second purification treatment tank 2 by the water supply pump 28 and the water supply pipe 29 of the water supply means 30 is circulated through the circulation pipe 57. Thus, the feed water pump 28 is used as a circulation pump of the circulation means for allowing the treated water to pass through the adsorption cylinder 23 in which the activated carbon container 24 is accommodated. However, the present invention is not limited to this configuration. As shown in the figure, a circulation means 28 having a separate circulation pump 25 may be provided. Further, a water supply means 61 having a submersible pump 58, a water supply pipe 59, and an on-off valve 60 for supplying purified water in the purified water storage tank 3 as tension water into the most upstream purification treatment chamber 6 of the first purification treatment tank 1 is provided. It is good also as the structure provided.

上記送水手段61を設けた場合には、上記第1,第2浄化処理タンク1,2からなる汚水浄化装置を定期点検する際等に、最上流浄化処理室6の吸引口に排水吸引手段の吸引ホース等を挿入して内部の汚水を吸引することにより、上記最上流浄化処理室6内の排水を外部に導出させるとともに、第2浄化処理室7および第3浄化処理室8等からなる浄化処理室内の処理水を順次外部に導出させた後、上記送水手段61により浄化水貯留タンク3内の浄化水を排水浄化装置内に張水として供給できるという利点がある。また、地震等の災害の発生時において、電力の供給が行われて各ポンプの駆動が可能な状態にある場合には、通常時と同様に、給水手段30の給水ポンプ28を作動させて浄化水貯留室16内の浄化水を水洗トイレ9の給水タンク31内に浄化水を供給するとともに、上記送水手段61の水中ポンプ58を利用して浄化水貯留タンク3内の浄化水を消火水や洗車水として利用し、あるいは散水することも可能である。   In the case where the water supply means 61 is provided, when the sewage purification apparatus including the first and second purification treatment tanks 1 and 2 is periodically inspected, the drainage suction means is connected to the suction port of the most upstream purification treatment chamber 6. By inserting a suction hose or the like and sucking the internal sewage, the waste water in the most upstream purification treatment chamber 6 is led out to the outside, and the purification comprising the second purification treatment chamber 7 and the third purification treatment chamber 8 and the like. There is an advantage that after the treated water in the treatment chamber is sequentially led out to the outside, the purified water in the purified water storage tank 3 can be supplied into the waste water purification apparatus as tension water by the water supply means 61. Further, in the event of a disaster such as an earthquake, when power is supplied and each pump can be driven, purification is performed by operating the water supply pump 28 of the water supply means 30 in the same manner as in normal times. Purified water in the water storage chamber 16 is supplied into the water supply tank 31 of the flush toilet 9, and the purified water in the purified water storage tank 3 is turned off by using the submersible pump 58 of the water supply means 61. It can also be used as car wash water or watered.

なお、複数の浄化処理室6〜8を有する第1浄化処理タンク1と、この第1浄化処理タンク1から導出された処理水を浄化処理する複数の浄化処理室13〜15および浄化水を貯留する浄化水貯留室16を有する第2浄化処理タンク2と、この第2浄化処理タンク2から導出された浄化水を貯留する浄化水貯留タンク3とを別体に形成した上記実施形態に代え、上記第1,第2浄化処理タンク1,2を一体に形成するとともに、これらと浄化水貯留タンク3とを別体に形成してもよい。また、上記第1,第2浄化処理タンク1,2と浄化水貯留タンク3とを一体に形成するとともに、その最下流部に大容量の浄化水貯留室を設け、この浄化水貯留室を上記被給水部に浄化水を供給する浄化水貯留タンクとして利用するように構成してもよい。   A first purification treatment tank 1 having a plurality of purification treatment chambers 6 to 8, a plurality of purification treatment chambers 13 to 15 for purification treatment of treated water derived from the first purification treatment tank 1, and purified water are stored. In place of the above-described embodiment in which the second purification treatment tank 2 having the purified water storage chamber 16 and the purified water storage tank 3 for storing the purified water derived from the second purification treatment tank 2 are formed separately, While forming the said 1st, 2nd purification process tanks 1 and 2 integrally, you may form these and the purified water storage tank 3 separately. In addition, the first and second purification treatment tanks 1 and 2 and the purified water storage tank 3 are integrally formed, and a large-capacity purified water storage chamber is provided at the most downstream portion thereof. You may comprise so that it may utilize as a purified water storage tank which supplies purified water to a to-be-supplied water part.

本発明に係る給水装置の実施形態を示す説明図である。It is explanatory drawing which shows embodiment of the water supply apparatus which concerns on this invention. 浄化水貯留室に設けられた循環手段の具体的構成を示す斜視図である。It is a perspective view which shows the specific structure of the circulation means provided in the purified water storage chamber. 電力供給システムの構成を示すブロック図である。It is a block diagram which shows the structure of an electric power supply system. 本発明に係る給水装置の別の実施形態を示す説明図である。It is explanatory drawing which shows another embodiment of the water supply apparatus which concerns on this invention.

符号の説明Explanation of symbols

1 第1浄化処理タンク
2 第2浄化処理タンク
3 浄化水貯留タンク
4 飲料水貯留タンク
5 圧送手段
31 給水タンク(被給水部)
33 蓄圧タンク
34 供給管
35 消火栓(被給水部)
39 蛇口(被給水部)
DESCRIPTION OF SYMBOLS 1 1st purification process tank 2 2nd purification process tank 3 Purified water storage tank 4 Drinking water storage tank 5 Pumping means 31 Water supply tank (water supply part)
33 Accumulation tank 34 Supply pipe 35 Fire hydrant (water supply part)
39 Faucet (water supply part)

Claims (4)

トイレから排出された汚水等を段階的に浄化する複数の浄化処理室を有する浄化処理タンクと、この浄化処理タンクにより浄化処理された浄化水を貯留する浄化水貯留タンクと、この浄化水貯留タンク内に加圧ガスを供給して浄化水貯留タンク内から押し出された浄化水を被給水部に圧送する圧送手段とを備えたことを特徴とする給水装置。   A purification treatment tank having a plurality of purification treatment chambers for purifying sewage discharged from the toilet in stages, a purification water storage tank for storing the purification water purified by the purification treatment tank, and the purification water storage tank A water supply apparatus, comprising: a pressure feeding unit configured to supply pressurized gas to the inside of the purified water storage tank and pump the purified water pushed out from the purified water storage tank. 上記圧送手段に、加圧ガスを貯留する蓄圧タンクと、この蓄圧タンクに貯留された加圧ガスを必要に応じて上記浄化水貯留タンクに供給する供給管とを設けたことを特徴とする請求項1に記載の給水装置。   The pressure-feeding means is provided with a pressure-accumulating tank that stores pressurized gas, and a supply pipe that supplies the pressurized gas stored in the pressure-accumulating tank to the purified water storage tank as needed. Item 2. A water supply apparatus according to Item 1. 飲料水を貯留する飲料水貯留タンクと、この飲料水貯留タンク内に加圧ガスを供給して飲料水貯留タンク内から押し出された浄化水を被給水部に圧送する圧送手段とを備えたことを特徴とする請求項1または2に記載の給水装置。   A drinking water storage tank for storing drinking water and a pumping means for supplying pressurized gas into the drinking water storage tank and pumping purified water pushed out of the drinking water storage tank to the supplied water portion The water supply apparatus according to claim 1 or 2, wherein 被給水部に浄化水を供給する浄化水の供給タンクを被給水部よりも高所に設け、災害発生時に圧送手段を介して浄化水貯留タンク内に加圧ガスを供給することにより浄化水貯留タンク内から押し出された浄化水を上記浄化水の供給タンクに圧送するように構成したことを特徴とする請求項1〜3の何れか1項に記載の給水装置。   Purified water supply tank for supplying purified water to the supplied water part is provided at a higher position than the supplied water part, and purified water is stored by supplying pressurized gas into the purified water storage tank via the pressure feeding means in the event of a disaster. The water supply apparatus according to any one of claims 1 to 3, wherein the purified water pushed out from the tank is pumped to the purified water supply tank.
JP2005376025A 2005-12-27 2005-12-27 Water service installation Pending JP2007177479A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109673498A (en) * 2019-01-22 2019-04-26 宁夏保利节能科技有限公司 A kind of water purifier concentration Water warfare reuse means and its method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01127734A (en) * 1987-11-13 1989-05-19 Showa Tsusho Kk Method and device for supplying water for recycle
JPH07290039A (en) * 1994-04-26 1995-11-07 Furuude Control Syst Kk Automatic transfer device for fluid such as liquid material
JPH08226147A (en) * 1995-02-21 1996-09-03 Epozoole:Kk Reservoir type water service pipe device and water supply system using the device
JPH1054067A (en) * 1996-08-08 1998-02-24 Chuo Setsubi Kogyo Kk Circulation type flush toilet

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01127734A (en) * 1987-11-13 1989-05-19 Showa Tsusho Kk Method and device for supplying water for recycle
JPH07290039A (en) * 1994-04-26 1995-11-07 Furuude Control Syst Kk Automatic transfer device for fluid such as liquid material
JPH08226147A (en) * 1995-02-21 1996-09-03 Epozoole:Kk Reservoir type water service pipe device and water supply system using the device
JPH1054067A (en) * 1996-08-08 1998-02-24 Chuo Setsubi Kogyo Kk Circulation type flush toilet

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109673498A (en) * 2019-01-22 2019-04-26 宁夏保利节能科技有限公司 A kind of water purifier concentration Water warfare reuse means and its method

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