JP5451156B2 - Circulating flush toilet - Google Patents

Circulating flush toilet Download PDF

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JP5451156B2
JP5451156B2 JP2009097153A JP2009097153A JP5451156B2 JP 5451156 B2 JP5451156 B2 JP 5451156B2 JP 2009097153 A JP2009097153 A JP 2009097153A JP 2009097153 A JP2009097153 A JP 2009097153A JP 5451156 B2 JP5451156 B2 JP 5451156B2
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貴弘 藪下
俊之 小林
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株式会社オリエント・エコロジー
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Description

本発明は、便器の下方に配設され被処理水を導入する受水槽と、受水槽から導入した被処理水を浄化処理する浄化槽と、浄化槽から導入した被処理水を送水管を介し便器に向けて送水する送水槽と、からなる循環水路を備えた循環式水洗トイレに関する。   The present invention includes a water receiving tank that is disposed below a toilet and introduces water to be treated, a purification tank that purifies the water to be treated introduced from the water receiving tank, and the water to be treated that is introduced from the septic tank to the toilet through the water pipe. The present invention relates to a circulating flush toilet equipped with a circulating water channel composed of a water tank that feeds water.

従来の循環式水洗トイレには、浄化槽等の水槽から成る循環水路を備えたトイレのユニットを、トレーラーなどの車両に搭載し、移動可能に構成しているものがある(例えば、特許文献1参照)。   Some conventional circulating flush toilets are constructed such that a toilet unit having a circulating water channel composed of a water tank such as a septic tank is mounted on a vehicle such as a trailer so as to be movable (see, for example, Patent Document 1). ).

特開平11−21972号公報(第5頁、第2図)Japanese Patent Laid-Open No. 11-21972 (5th page, FIG. 2)

しかしながら、特許文献1にあっては、車両によるトイレの移動の際に、軽量化のために水槽内の被処理水をトイレ外部に排出する必要があるが、衛生上の観点からも被処理水の外部排出は容易ではなく、直ちに移動できないという問題がある。   However, in Patent Document 1, it is necessary to discharge the water to be treated in the water tank to the outside of the toilet for weight reduction when the toilet is moved by the vehicle. However, there is a problem that it is not easy to move outside and cannot be moved immediately.

本発明は、このような問題点に着目してなされたもので、トイレが急の移動を要する場合であっても、被処理水を移送して直ちに移動できる循環式水洗トイレを提供することを目的とする。   The present invention has been made paying attention to such problems, and provides a circulating flush toilet that can move the treated water immediately after the toilet is moved even when the toilet needs to move suddenly. Objective.

前記課題を解決するために、本発明の循環式水洗トイレは、
便器の下方に配設され被処理水を導入する受水槽と、該受水槽から導入した被処理水を浄化処理する浄化槽と、該浄化槽から導入した被処理水を送水管を介し前記便器に向けて送水する送水槽と、からなる循環水路を備えた循環式水洗トイレであって、
前記浄化槽及び前記送水槽を少なくとも備えるトイレ部と、該トイレ部を載置するとともにトイレ部を移動可能な移動部とを有し、所定の配置箇所に配置される移動式の移動ユニットと、
該移動ユニットとは別体に設置され、前記受水槽、該受水槽内の被処理水を前記移動ユニットに導入する揚水ポンプ、及び前記受水槽内の水位を検知する検知手段を備えた貯留ピットと、
前記移動ユニットと前記貯留ピットとに着脱可能に接続され、前記循環水路を構成する2本の接続ホースと、から構成されており、
前記貯留ピットは、前記受水槽に前記浄化槽及び前記送水槽を加えた内容量を備え、前記移動ユニットは、前記浄化槽及び前記送水槽内の被処理水を前記貯留ピットに移送して、該貯留ピットから切り離し、前記移動部により前記配置箇所から移動するようになっていることを特徴としている。
この特徴によれば、移動ユニットとは別体に設置された貯留ピットが、受水槽に浄化槽及び送水槽を加えた内容量を備えているため、非常時など急の移動を要する場合であっても、浄化槽及び送水槽内の被処理水を貯留ピットに移送して、浄化槽及び送水槽を少なくとも備えたトイレ部を有する移動ユニットを、貯留ピットから切り離し、移動部により配置箇所から直ちに移動して、移動ユニットを移動後の別の箇所での貯留ピットとともにトイレ使用に供することができる。
In order to solve the above problem, the circulating flush toilet of the present invention is:
A water receiving tank that is disposed below the toilet and introduces treated water; a purification tank that purifies the treated water introduced from the water receiving tank; A circulating flush toilet equipped with a circulating water channel comprising:
A toilet unit having at least the septic tank and the water tank, and a moving unit that is placed on the toilet unit and movable to the toilet unit, and is disposed at a predetermined location;
A storage pit installed separately from the moving unit, comprising a water receiving tank, a pump for introducing treated water in the water receiving tank into the moving unit, and a detecting means for detecting a water level in the water receiving tank. When,
It is detachably connected to the moving unit and the storage pit, and consists of two connection hoses that constitute the circulating water channel ,
The storage pit has an internal capacity obtained by adding the septic tank and the water supply tank to the water receiving tank, and the moving unit transfers the treated water in the septic tank and the water supply tank to the storage pit to store the storage pit. It is characterized in that it is separated from the pit and moved from the arrangement location by the moving part.
According to this feature, the storage pit installed separately from the mobile unit has a capacity that is a water receiving tank plus a septic tank and a water supply tank, so it is necessary to move quickly such as in an emergency. In addition, the water to be treated in the septic tank and the water tank is transferred to the storage pit, and the moving unit having the toilet part having at least the septic tank and the water tank is separated from the storage pit, and immediately moved from the arrangement location by the moving part. The mobile unit can be used for toilet use together with a storage pit at another location after moving.

本発明の循環式水洗トイレは、
前記浄化槽及び前記送水槽内の被処理水のオーバーフロー分を移送する移送管が、前記貯留ピットの受水槽に向けて延設されており、該移送管に、前記浄化槽及び前記送水槽内の被処理水の略全量分を排出可能な開閉弁が接続されていることを特徴としている。
この特徴によれば、浄化槽及び送水槽内の被処理水のオーバーフロー分を移送する移送管を利用して、この移送管に、浄化槽及び送水槽内の被処理水の略全量分を排出可能な開閉弁を接続することで、被処理水の移送路を集約できる。
The circulating flush toilet of the present invention is
A transfer pipe for transferring the overflow of the water to be treated in the septic tank and the water tank is extended toward the water receiving tank of the storage pit, and the transfer pipe has a cover pipe in the septic tank and the water tank. An on-off valve capable of discharging substantially the entire amount of treated water is connected.
According to this feature, the transfer pipe that transfers the overflow of the water to be treated in the septic tank and the water tank can be used to discharge almost the entire amount of the water to be treated in the septic tank and the water tank. By connecting the on-off valve, the transfer path of the water to be treated can be collected.

本発明の循環式水洗トイレは、
前記移送管は、前記便器から導入した被処理水と合流する合流部を有していることを特徴としている。
この特徴によれば、浄化槽及び送水槽内の被処理水と、便器から導入した被処理水とを合流部で合流させることで、受水槽に向けた被処理水の流路を更に集約できる。
The circulating flush toilet of the present invention is
The said transfer pipe has the confluence | merging part which merges with the to-be-processed water introduced from the said toilet bowl.
According to this feature, the flow path of the water to be treated toward the water receiving tank can be further aggregated by joining the water to be treated in the septic tank and the water tank and the water to be treated introduced from the toilet at the junction.

本発明の循環式水洗トイレは、
前記貯留ピットは、前記移動ユニットよりも低い位置に設置されており、前記開閉弁は手動式であることを特徴としている。
この特徴によれば、手動式の開閉弁を開放することで、浄化槽及び送水槽の被処理水を、低い位置に設置された貯留ピットに向けてヘッド圧を利用して移送管により移送できるため、電源等の特段の駆動源を要することなく被処理水の移送が可能となる。
The circulating flush toilet of the present invention is
The storage pit is installed at a position lower than the moving unit, and the on-off valve is a manual type.
According to this feature, by opening the manual on-off valve, the water to be treated in the septic tank and the water tank can be transferred to the storage pit installed at a low position by the transfer pipe using the head pressure. In addition, the water to be treated can be transferred without requiring a special driving source such as a power source.

本発明の循環式水洗トイレは、
被処理水をオゾン処理するオゾン処理手段が、前記循環水路に接続されていることを特徴としている。
この特徴によれば、被処理水をオゾン処理手段により浄化処理することで、脱臭・殺菌効果が得られた被処理水を、洗浄水として再使用できる。
The circulating flush toilet of the present invention is
An ozone treatment means for treating the water to be treated with ozone is connected to the circulation water channel.
According to this feature, the water to be treated having the deodorizing / sterilizing effect can be reused as cleaning water by purifying the water to be treated by the ozone treatment means.

本発明の循環式水洗トイレは、
前記循環水路が、少なくとも前記浄化槽を備えた浄化処理水路と、
該浄化処理水路の所定箇所に設けられ少なくとも一部の被処理水を分岐可能とする分岐管と、該分岐管に接続された前記オゾン処理手段と、該オゾン処理手段でオゾン処理された被処理水を前記浄化処理水路に供給する供給管と、からなるオゾン処理水路と、
から構成されており、前記オゾン処理水路の所定箇所に、前記浄化処理水路内の被処理水を前記オゾン処理水路内に導入する導入手段が設けられていることを特徴としている。
この特徴によれば、浄化槽を備えた浄化処理水路と、オゾン処理手段が構成されたオゾン処理水路とを組合せ、オゾン処理水路に被処理水を循環送水可能とする導入手段が設けられていることにより、オゾン処理の要・不要に応じて導入手段を起動・停止し、人体に影響を及ぼす虞のあるオゾン処理を適宜使用して被処理水を安全に浄化処理できる。
The circulating flush toilet of the present invention is
The circulating water channel is a purification water channel provided with at least the septic tank;
A branch pipe provided at a predetermined location of the purification treatment water channel and capable of branching at least a part of the water to be treated, the ozone treatment means connected to the branch pipe, and a treatment to be ozone-treated by the ozone treatment means A supply pipe for supplying water to the purification treatment water channel, an ozone treatment water channel comprising:
The introduction means for introducing the treated water in the purification treatment water channel into the ozone treatment water channel is provided at a predetermined location of the ozone treatment water channel.
According to this feature, the purification treatment water channel provided with the septic tank and the ozone treatment water channel in which the ozone treatment device is configured are combined, and the introduction device that allows the treated water to be circulated and supplied to the ozone treatment water channel is provided. Thus, the water to be treated can be safely purified by appropriately using ozone treatment that may start and stop the introduction means according to the necessity / unnecessity of ozone treatment and may affect the human body.

実施例における循環式水洗トイレの正面を示す断面図である。It is sectional drawing which shows the front of the circulation type flush toilet in an Example. トイレの平面を示す断面図である。It is sectional drawing which shows the plane of a toilet. トイレの側面を示す断面図である。It is sectional drawing which shows the side surface of a toilet. トイレの循環水路を示すフロー図である。It is a flowchart which shows the circulating water channel of a toilet. 移動ユニットを移動する状況を示す断面図である。It is sectional drawing which shows the condition which moves a movement unit.

本発明に係る循環式水洗トイレを実施するための形態を実施例に基づいて以下に説明する。   EMBODIMENT OF THE INVENTION The form for implementing the circulation type flush toilet which concerns on this invention is demonstrated below based on an Example.

先ず図1に示されるように、本実施例における循環式水洗トイレ1(以下、トイレ1と省略する)は、被処理水としてのトイレ汚水を、後述する循環水路を循環移送することで浄化処理し、処理した後の被処理水をトイレ洗浄水として再利用するいわゆる自己処理型トイレである。尚、被処理水とは、後述する浄化処理する前の水、浄化処理中の水、浄化処理した水を全て包含するものとする。   First, as shown in FIG. 1, a circulating flush toilet 1 (hereinafter abbreviated as “toilet 1”) in the present embodiment purifies treatment by circulating and transferring toilet sewage as treated water through a circulation channel, which will be described later. And it is what is called a self-treatment type toilet which reuses treated water after processing as toilet washing water. Note that the water to be treated includes all water before purification treatment, water during purification treatment, and water subjected to purification treatment, which will be described later.

図1〜3に示されるように、トイレ1の装置構成の概略について説明すると、トイレ1は、便器10及び浄化槽(分離槽14,接触槽15)等を構成したユニットハウス4を移動台車5上に載置し地上の所定の配置箇所に配置される移動ユニット2と、移動ユニット2の配置箇所近傍の地下に埋設された貯留ピット3と、から構成されている。移動ユニット2のユニットハウス4は本発明のトイレ部を構成し、移動台車5は本発明の移動部を構成している。移動ユニット2と貯留ピット3とは、後述する循環水路を構成する接続ホース11,21により接続されている。本実施例において、トイレ1の配置場所は、不特定多数の利用者が利用可能な河川敷であるものとする。   As shown in FIGS. 1 to 3, the outline of the device configuration of the toilet 1 will be described. The toilet 1 includes a unit house 4 including a toilet 10 and a septic tank (separation tank 14, contact tank 15) and the like on a movable carriage 5. The mobile unit 2 is placed at a predetermined location on the ground and the storage pit 3 is buried underground in the vicinity of the location where the mobile unit 2 is placed. The unit house 4 of the moving unit 2 constitutes the toilet portion of the present invention, and the moving carriage 5 constitutes the moving portion of the present invention. The moving unit 2 and the storage pit 3 are connected by connection hoses 11 and 21 that constitute a circulating water channel to be described later. In the present embodiment, the location of the toilet 1 is assumed to be a riverbed that can be used by an unspecified number of users.

図2に示されるように、ユニットハウス4の内部は、便器10が設置されたトイレ室6と、各槽14,15,16,及び17等が配設された浄化処理室7と、オゾン処理装置33等が設置されたオゾン処理室8と、及び倉庫9とが、各々仕切り壁で仕切られ形成されている。   As shown in FIG. 2, the inside of the unit house 4 includes a toilet room 6 in which a toilet 10 is installed, a purification treatment room 7 in which tanks 14, 15, 16, 17, and the like are disposed, and an ozone treatment. The ozone processing chamber 8 in which the apparatus 33 and the like are installed, and the warehouse 9 are each partitioned by a partition wall.

また、貯留ピット3は、内部が所定の容積を有する受水槽13として形成され、地表面上に配設されたマンホールMから受水槽13内部にアプローチできるようになっている。   In addition, the storage pit 3 is formed as a water receiving tank 13 having a predetermined volume, and can approach the water receiving tank 13 from a manhole M disposed on the ground surface.

ユニットハウス4と貯留ピット3とを接続し循環水路を構成する接続ホース11,21は、可撓性を備えた所定長さのホースである。詳述すると接続ホース11の一端が、便器10に連結する管10aと後述する開閉弁26〜29及び排水管23,30等に連結する移送管12とが合流する合流部12aに、着脱可能に接続されるとともに、接続ホース11の他端が、貯留ピット3内部の受水槽13に開口して固定設置された管3aに、着脱可能に接続されている。また、接続ホース21は、分離槽14に開口する管14bに、接続ホース21の一端が着脱可能に接続されるとともに、受水槽13内の揚水ポンプ20から延びる管20aに、接続ホース21の他端が着脱可能に接続されている。   The connection hoses 11 and 21 that connect the unit house 4 and the storage pit 3 to form a circulation channel are hoses having a predetermined length with flexibility. More specifically, one end of the connection hose 11 is detachably attached to a junction portion 12a where a pipe 10a connected to the toilet bowl 10 and an on-off valve 26 to 29 described later and a transfer pipe 12 connected to the drain pipes 23 and 30 join. In addition to being connected, the other end of the connection hose 11 is detachably connected to a pipe 3 a that is fixedly installed in the water receiving tank 13 inside the storage pit 3. In addition, the connection hose 21 is detachably connected to one end of the connection hose 21 to the pipe 14 b that opens to the separation tank 14, and to the pipe 20 a that extends from the pumping pump 20 in the water receiving tank 13. The end is detachably connected.

これら接続ホース11,21は、可撓性を備え、且つ各ホース11,21の両端が所定に接続できるに足る十分な延長を有しているため、移動ユニット2と別体に所定箇所に固定に設置された貯留ピット3に対し、一定程度の許容範囲をもって移動ユニット2を配置できるばかりか、トイレ1が使用可能な通常時において、ユニットハウス4内の各槽14〜17の水重量の変化により移動台車5の車高が変位する場合が生じても、可撓性を備えた接続ホース11,21がこの変位に追随して循環水路を維持できる。   These connecting hoses 11 and 21 are flexible and have sufficient extensions that both ends of the hoses 11 and 21 can be connected to each other, so that they are fixed separately from the moving unit 2 at predetermined positions. In addition to being able to place the mobile unit 2 with a certain allowable range with respect to the storage pit 3 installed in the storage pit 3, changes in the water weight of the tanks 14 to 17 in the unit house 4 at the normal time when the toilet 1 can be used. Thus, even if the vehicle height of the movable carriage 5 is displaced, the flexible connecting hoses 11 and 21 can follow the displacement and maintain the circulation channel.

更に、移動ユニット2の配置箇所近傍には、外部電源に接続された電源接続ボックス56が設けられ、この電源接続ボックス56を介し浄化処理室7の制御盤55に外部電源が電気的に接続されている。この制御盤55を介して、後述するブロア41,42やオゾン発生装置31、導入ポンプ32等のユニットハウス4内の各電源駆動装置に駆動電源が供給されるとともに、制御部55から電源接続ボックス56を経由し、貯留ピット3内の揚水ポンプ20に駆動電源が供給されるようになっている。同様に、貯留ピット3内の後述する検知手段19等に信号線が接続され、制御信号が供給されるようになっている。尚、制御盤55に接続される電源は、外部電源に限られず、例えばトイレ1の近傍の所定箇所に設置した発電機により得られた電源であってもよい。   Further, a power connection box 56 connected to an external power source is provided in the vicinity of the location where the mobile unit 2 is disposed, and an external power source is electrically connected to the control panel 55 of the purification treatment chamber 7 via the power source connection box 56. ing. Drive power is supplied to each power drive device in the unit house 4 such as a blower 41, 42, an ozone generator 31, and an introduction pump 32, which will be described later, via the control panel 55, and a power connection box from the control unit 55. The drive power is supplied to the pumping pump 20 in the storage pit 3 via 56. Similarly, a signal line is connected to a detecting means 19 or the like to be described later in the storage pit 3 and a control signal is supplied. The power source connected to the control panel 55 is not limited to an external power source, and may be a power source obtained by a generator installed at a predetermined location near the toilet 1, for example.

次に、図4に示されるように、被処理水の循環水路について流れる順路に沿って説明すると、循環水路は、浄化処理水路Wとオゾン処理水路Zとから構成される。先ず浄化処理水路Wは、便器10から被処理水を導入する受水槽13と、受水槽13から導入された被処理水を固液分離して導出する分離槽14と、分離槽14から導入した被処理水を微生物処理する接触槽15と、接触槽15から導入した被処理水を洗浄水として便器10に導出可能な送水槽16と、から形成された循環の水路である。図1〜3に示す後述する受水槽13内の揚水ポンプ20の起動により、被処理水が浄化処理水路Wを循環するようになっている。   Next, as shown in FIG. 4, the description will be made along the normal path flowing through the circulation water channel of the water to be treated. The circulation water channel includes a purification treatment water channel W and an ozone treatment water channel Z. First, the purification treatment water channel W was introduced from the water receiving tank 13 for introducing the water to be treated from the toilet 10, the separation tank 14 for separating the liquid to be treated introduced from the water receiving tank 13 by solid-liquid separation, and the separation tank 14. This is a circulation channel formed by a contact tank 15 for microbial treatment of the water to be treated and a water tank 16 that can be led to the toilet 10 as the wash water from the water to be treated introduced from the contact tank 15. The water to be treated circulates through the purification treatment water channel W by the activation of the pumping pump 20 in the water receiving tank 13 described later shown in FIGS.

またオゾン処理水路Zは、送水槽16内の被処理水をオゾン処理装置33に導入してオゾン処理し、オゾン処理した被処理水を送水槽16に還流するように形成された循環の水路である。後述する導入ポンプ32の起動により、被処理水がオゾン処理水路Zを循環するようになっている。   The ozone-treated water channel Z is a circulating water channel formed so that the water to be treated in the water tank 16 is introduced into the ozone treatment device 33 and subjected to ozone treatment, and the ozone-treated water is returned to the water tank 16. is there. The water to be treated circulates in the ozone treatment water channel Z by starting the introduction pump 32 described later.

次に、図1,2を参照して本発明の浄化槽を構成する分離槽14,及び接触槽15について説明する。   Next, the separation tank 14 and the contact tank 15 constituting the septic tank of the present invention will be described with reference to FIGS.

分離槽14は、接触槽15への堰部25を被覆する様に設置され被処理水を通過させる多数の孔部を備えたスクリーン14aと、スクリーン14aの面に沿って上昇する気泡を発生する散気孔(図示略)とを備え、受水槽13から導入した被処理水を固液分離し、次の接触槽15に導出するように成っている。   The separation tank 14 is installed so as to cover the weir 25 to the contact tank 15, and generates a screen 14 a having a large number of holes through which water to be treated passes, and bubbles rising along the surface of the screen 14 a. Aeration holes (not shown) are provided, and the water to be treated introduced from the water receiving tank 13 is separated into solid and liquid and led to the next contact tank 15.

また、接触槽15は、被処理水を通過させる多数の微生物固定化担体15aを備え、微生物固定化担体15aに向かって気泡を与えることで、分離槽14から導入した被処理水を微生物処理し、堰部24を介し次の送水槽16に導出するように成っている。   Further, the contact tank 15 includes a large number of microorganism-immobilized carriers 15a that allow the water to be treated to pass therethrough, and gives bubbles to the microorganism-immobilized carrier 15a so that the water to be treated introduced from the separation tank 14 is subjected to microorganism treatment. Further, the water is led out to the next water tank 16 through the weir part 24.

次に、図1〜4を参照して被処理水の浄化処理水路の循環による浄化処理について説明する。   Next, with reference to FIGS. 1-4, the purification process by the circulation of the purification process water channel of to-be-processed water is demonstrated.

先ず、図1に示されるように、トイレ1の設置当初に、被処理水として、真水を受水槽13内に初期水位S分貯留しておき、同様に、分離槽14、接触槽15、及び送水槽16内に所定水位分貯留しておく。尚、真水に代えて、河川水、雨水、湧き水、防火用水などを用いても良い。送水槽16内の被処理水は、トイレ室6の使用者のフラッシュ操作により便器10への洗浄水として供給されるようになっている。洗浄水として便器10へ供給された被処理水は、管10aを介して移送管12の合流部12aを流下し、接続ホース11及び管3aを流下して受水槽13に導入される。また、後述のように接触槽15、送水槽16、及び貯留槽17内に、それぞれ上向き開口して設けられた排水管36、23、及び30が移送管12に連結しており、各槽15,16,17内の被処理水のオーバーフロー分が移送管12の合流部12aを流下し、接続ホース11及び管3aを流下して受水槽13に導入される。   First, as shown in FIG. 1, at the beginning of the installation of the toilet 1, fresh water is stored in the water receiving tank 13 for the initial water level S as treated water, and similarly, the separation tank 14, the contact tank 15, and A predetermined amount of water is stored in the water tank 16. Instead of fresh water, river water, rain water, spring water, fire prevention water, or the like may be used. The water to be treated in the water tank 16 is supplied as flush water to the toilet bowl 10 by a flush operation of the user of the toilet room 6. The treated water supplied to the toilet 10 as washing water flows down the merging portion 12a of the transfer pipe 12 through the pipe 10a, flows down the connecting hose 11 and the pipe 3a, and is introduced into the water receiving tank 13. As will be described later, drain pipes 36, 23, and 30 provided in the contact tank 15, the water tank 16, and the storage tank 17 so as to open upward are connected to the transfer pipe 12. , 16, and 17 overflow from the water to be treated flows down the junction 12 a of the transfer pipe 12, flows down the connection hose 11 and the pipe 3 a, and is introduced into the water receiving tank 13.

このように、接触槽15、送水槽16、及び貯留槽17内の被処理水と、便器10から導入した被処理水とを合流部12aで合流させることで、受水槽13に向けた被処理水の流路を更に集約できる。   Thus, the to-be-treated toward the water-receiving tank 13 by joining the to-be-treated water in the contact tank 15, the water feeding tank 16, and the storage tank 17 and the to-be-treated water introduced from the toilet bowl 10 at the junction 12a. The water flow path can be further consolidated.

図3に示されるように、送水槽16内の所定の上,下各位置には、それぞれフロートスイッチ38,39が設けられており、多数回のフラッシュ操作により送水槽16内の被処理水が所定水位を下回ったことで下位置のフロートスイッチ39が作動すると、受水槽13底部に設置された揚水ポンプ20が起動する。この揚水ポンプ20の起動により、受水槽13内の被処理水が接続ホース21、分離槽14、及び接触槽15を介し、すなわち浄化処理しながら送水槽16に導入される。送水槽16内の被処理水が満水位に戻ることで、上位置のフロートスイッチ38が作動して、揚水ポンプ20が停止する。以降、揚水ポンプ20は、送水槽16内の水位に応じて間欠的に起動・停止を繰り返す。   As shown in FIG. 3, float switches 38 and 39 are provided at predetermined upper and lower positions in the water tank 16, respectively, so that the water to be treated in the water tank 16 can be treated by a number of flush operations. When the float switch 39 in the lower position is actuated due to falling below the predetermined water level, the pumping pump 20 installed at the bottom of the water receiving tank 13 is activated. By the activation of the pump 20, the water to be treated in the water receiving tank 13 is introduced into the water tank 16 through the connection hose 21, the separation tank 14, and the contact tank 15, that is, while being purified. When the water to be treated in the water tank 16 returns to the full water level, the float switch 38 in the upper position is activated and the pumping pump 20 is stopped. Thereafter, the pump 20 repeatedly starts and stops intermittently according to the water level in the water tank 16.

尚、図示しないタイマにより検知した所定時間(例えば24時間)経過しても、送水槽16内の水位が所定水位を下回らない場合には、揚水ポンプ20を強制的に起動させるようになっており、所定時間の間にトイレ使用が少ない若しくは全く無い場合でも、所定頻度で浄化処理を実行できるようになっている。また、接触槽15内には上向きに開口した排水管36が、受水槽13に向けて延設された移送管12と接続されており、前記した揚水ポンプ20の強制的な起動により、接触槽15内が満水位を超えて上昇した場合、被処理水のオーバーフロー分は排水管36及び移送管12を介して受水槽13内に還流される。同様に、送水槽16内には上向きに開口した排水管23が移送管12と接続されており、送水槽16内が満水位を超えて上昇した場合、被処理水のオーバーフロー分は排水管23及び移送管12を介して受水槽13内に還流される。   If the water level in the water tank 16 does not fall below the predetermined water level even after a predetermined time (for example, 24 hours) detected by a timer (not shown) has elapsed, the pump 20 is forcibly activated. Even when there is little or no toilet use during a predetermined time, the purification process can be executed at a predetermined frequency. Further, a drain pipe 36 that opens upward in the contact tank 15 is connected to a transfer pipe 12 that extends toward the water receiving tank 13, and the contact tank 15 is forcedly activated by the above-described pumping pump 20. When the inside of 15 rises above the full water level, the overflow of the water to be treated is returned to the water receiving tank 13 through the drain pipe 36 and the transfer pipe 12. Similarly, a drain pipe 23 opened upward is connected to the transfer pipe 12 in the water tank 16, and when the water tank 16 rises above the full water level, the overflow of the water to be treated is drain pipe 23. Then, the water is returned to the water receiving tank 13 through the transfer pipe 12.

図2に示されるように、被処理水の流動について説明すると、分離槽14に導入された被処理水は、堰部25の周囲に配設された細目多孔のスクリーン14aを通過するとともに固液分離され、スクリーン14aを通過した被処理水が、後述する接触槽15に移動し、固形分はスクリーン14aに捕捉される。   As illustrated in FIG. 2, the flow of the water to be treated will be described. The water to be treated introduced into the separation tank 14 passes through a fine porous screen 14 a disposed around the weir 25 and is solid-liquid. The water to be treated that has been separated and passed through the screen 14a moves to the contact tank 15 described later, and the solid content is captured by the screen 14a.

スクリーン14aに捕捉された固形分は、ブロア41により散気孔を介して散気されスクリーン14aの面に沿って上昇する気泡により剥離し、分離槽14内部に生じた対流とともに、その重量により下方に沈降し、経時的に濃縮して後述する濃縮物を生成する。   The solid content trapped in the screen 14a is diffused by the blower 41 through the air diffused holes and separated by bubbles rising along the surface of the screen 14a. Sediment and concentrate over time to produce a concentrate as described below.

次に、分離槽14を通過した被処理水は、槽壁を開口した堰部25を通過し、接触槽15内に導入される。   Next, the water to be treated that has passed through the separation tank 14 passes through a weir 25 having an opening in the tank wall, and is introduced into the contact tank 15.

接触槽15において、被処理水は、接触槽15内に充填された多数個の微生物固定化担体15aを通過しながら、槽内に形成された流路に沿って流動する。この流動により微生物固定化担体15aに固定付着した微生物が、被処理水に含有された有機分を捕捉し、有機分解処理する。同時に、ブロア42により曝気孔を介して微生物固定化担体15aに向かって曝気されることで、微生物が活性化し、微生物処理能力が向上できる。   In the contact tank 15, the water to be treated flows along a flow path formed in the tank while passing through a large number of microorganism-immobilized carriers 15 a filled in the contact tank 15. The microorganisms fixed and attached to the microorganism-immobilized carrier 15a by this flow capture the organic component contained in the water to be treated, and organically decompose it. At the same time, the microorganisms are activated by aeration toward the microorganism-immobilized carrier 15a through the aeration holes by the blower 42, and the microorganism treatment ability can be improved.

このように、接触槽15内の流路に沿って流動した被処理水は、槽壁を開口した堰部24を通過し、浄化処理された被処理水として送水槽16内に導入される。送水槽16内の被処理水は、トイレ室6内の使用者のフラッシュ操作により、便器10に向けて所定量導出されるようになっている。   Thus, the to-be-processed water which flowed along the flow path in the contact tank 15 passes the dam part 24 which opened the tank wall, and is introduce | transduced in the water feeding tank 16 as the to-be-processed water purified. A predetermined amount of the water to be treated in the water supply tank 16 is led out toward the toilet 10 by the user's flush operation in the toilet room 6.

また、ブロア41,42による各槽14,15内の被処理水に与える散気は、常時、行なわれるようになっており、このようにすることで、トイレ使用の頻度に関わらず、被処理水の固液分離処理及び微生物処理を実行し、すなわち被処理水の浄化処理を常時継続できる。   Further, the air diffused to the water to be treated in the tanks 14 and 15 by the blowers 41 and 42 is always performed, and in this way, regardless of the frequency of use of the toilet, the air to be treated is treated. The solid-liquid separation process and the microbial process of water can be performed, that is, the purification process of the water to be treated can be continued at all times.

次に、図2,3に示されるように、オゾン処理水路Zにおける被処理水の循環移送について説明すると、タイマ(図示略)と接続された導入手段としての導入ポンプ32の起動により、送水槽16内の被処理水は、送水槽16の最下部において接続された分岐管34を介してオゾン処理装置33に供給され、オゾン発生装置31にて発生するオゾンガスによりオゾン処理される。オゾン処理された被処理水は、送水槽16の上部に接続された供給管35を介して送水槽16内に還流される。   Next, as shown in FIGS. 2 and 3, the circulation and transfer of the water to be treated in the ozone treatment channel Z will be described. By the activation of the introduction pump 32 as the introduction means connected to the timer (not shown), the water tank The water to be treated in 16 is supplied to the ozone treatment device 33 via the branch pipe 34 connected at the lowermost part of the water tank 16, and is ozone treated with the ozone gas generated in the ozone generator 31. The ozone-treated water to be treated is refluxed into the water tank 16 through a supply pipe 35 connected to the upper part of the water tank 16.

このように、浄化処理水路Wにおいて浄化処理された被処理水を貯留する送水槽16にオゾン処理水路Zが接続されていることで、分離槽14にて固液分離されるとともに接触槽15にて微生物処理されることにより浄化処理された後の被処理水を、オゾン処理水路Zに導入しオゾン処理装置33でオゾン処理できるため、オゾン処理に掛かる負荷を小さく抑えることが出来る。   As described above, the ozone treatment water channel Z is connected to the water supply tank 16 that stores the treated water that has been purified in the purification treatment water channel W, so that the separation tank 14 performs solid-liquid separation, and the contact tank 15 Since the water to be treated after being purified by microbial treatment is introduced into the ozone treatment water channel Z and can be ozone treated by the ozone treatment device 33, the load on the ozone treatment can be kept small.

また、このようにすることで、送水槽16内における略全量の被処理水をオゾン処理できる。また、上述した浄化処理水路Wを循環移送する浄化処理された被処理水と、オゾン処理水路Zを循環移送するオゾン処理された被処理水とが、送水槽16内において流動撹拌することで混合し、浄化効率が高まる。   In addition, by doing in this way, substantially the entire amount of water to be treated in the water tank 16 can be treated with ozone. In addition, the water to be treated that has been purified and circulated through the purification water channel W described above and the water that has been subjected to ozone treatment and circulated through the ozone water channel Z are mixed by flowing and stirring in the water tank 16. And purification efficiency is increased.

このようにすることで、被処理水をオゾン処理手段としてのオゾン処理装置33により浄化処理することで、脱臭・殺菌効果が得られた被処理水を、洗浄水として再使用できる。   By doing in this way, the to-be-processed water from which the deodorizing and disinfection effect was acquired can be reused as a cleaning water by purifying the to-be-processed water with the ozone treatment apparatus 33 as an ozone treatment means.

上記したオゾン処理は、前記タイマで予め設定された所定の時間帯(例えば0:00〜2:00,8:00〜10:00、及び16:00〜18:00)において、実行される。また、オゾン処理の処理時間やオゾンガス発生量等は、見込まれるトイレ使用頻度に応じて適宜設定変更が可能となっている。   The ozone treatment described above is executed in a predetermined time zone (for example, 0:00 to 2:00, 8:00 to 10:00, and 16:00 to 18:00) preset by the timer. Moreover, the processing time of ozone treatment, the amount of ozone gas generation, and the like can be appropriately changed according to the expected toilet use frequency.

上述のように、浄化槽としての分離槽14及び接触槽15を備えた浄化処理水路Wと、オゾン処理装置33が構成されたオゾン処理水路Zとを組合せ、オゾン処理水路Zに被処理水を循環送水可能とする導入ポンプ32が設けられていることにより、オゾン処理の要・不要に応じて導入ポンプ32を起動・停止し、人体に影響を及ぼす虞のあるオゾン処理を適宜使用して被処理水を安全に浄化処理できる。   As described above, the purification treatment water channel W including the separation tank 14 and the contact tank 15 as the purification tank is combined with the ozone treatment water channel Z in which the ozone treatment device 33 is configured, and the treated water is circulated through the ozone treatment water channel Z. By providing the introduction pump 32 that can supply water, the introduction pump 32 is started / stopped according to the necessity / unnecessity of the ozone treatment, and the ozone treatment that may affect the human body is used as appropriate. Water can be purified safely.

次に、図2,4を参照して分離槽14内に蓄積された濃縮物の搬出について説明すると、分離槽14の下部と貯留槽17とに夫々開口する搬出管22と、搬出管22の内部に貯留槽17に向かってブロア41からのエアを送気可能な送気管43が設置されており、搬出管22内に圧縮空気を流入できるようになっている。詳しくは、受水槽13内に設置された図示しないフロートスイッチが、所定水位に達したことを検知することで、ブロア41からのエアが所定時間送気されるようになっている。   Next, the carrying out of the concentrate accumulated in the separation tank 14 will be described with reference to FIGS. 2 and 4. The carry-out pipe 22 opened to the lower part of the separation tank 14 and the storage tank 17, respectively, An air supply pipe 43 capable of supplying air from the blower 41 toward the storage tank 17 is installed inside, so that compressed air can flow into the carry-out pipe 22. More specifically, air from the blower 41 is supplied for a predetermined time by detecting that a float switch (not shown) installed in the water receiving tank 13 has reached a predetermined water level.

トイレ1使用により、浄化処理水路Wを流動する被処理水の全水量が増加し、この増加量分は受水槽13に蓄積されるようになる。受水槽13内に設けられた水位検知手段(図示略)が、所定の水位を検知すると、搬出管22内にブロア41により供給される圧縮空気が貯留槽17に向かって流動することにより、分離槽14の下層に蓄積された濃縮物としての被処理水の固形分が、エアリフト効果で、分離槽14から循環水路とは別に設けられた貯留槽17内に貯留される。   By using the toilet 1, the total amount of water to be treated flowing through the purification treatment channel W increases, and the increased amount is accumulated in the water receiving tank 13. When a water level detection means (not shown) provided in the water receiving tank 13 detects a predetermined water level, the compressed air supplied from the blower 41 into the carry-out pipe 22 flows toward the storage tank 17, thereby separating the water. The solid content of the water to be treated as a concentrate accumulated in the lower layer of the tank 14 is stored in a storage tank 17 provided separately from the circulation channel from the separation tank 14 by the air lift effect.

更に、前記した濃縮物の搬出を繰り返すことで、貯留槽17内が満水位に達した場合、濃縮物は、貯留槽17内に上向き開口する排水管30を介して受水槽13にヘッド圧で移送されるようになっている。   Furthermore, when the inside of the storage tank 17 reaches the full water level by repeatedly carrying out the above-described concentrate, the concentrate is applied to the water receiving tank 13 through the drain pipe 30 that opens upward in the storage tank 17 at the head pressure. It is to be transferred.

多数のトイレ使用により、被処理水の総水量が満水位F以上に増加した場合、受水槽13内の検知手段19により満水位Fを検知して報知し、マンホールMを介し受水槽13内の被処理水を汲み取れるようになっている。   When the total amount of water to be treated increases to the full water level F or more due to the use of a large number of toilets, the full water level F is detected and notified by the detection means 19 in the water receiving tank 13, and the water in the water receiving tank 13 is passed through the manhole M The water to be treated is drawn up.

次に、図5に示されるように、主に非常時の場合における移動ユニット2の移動について説明する。ここで、非常時の場合とは、当該設置場所におけるトイレ使用が不可能若しくは困難になる場合であり、本実施例では、トイレ1を設置した場所である河川敷が洪水により浸水した場合であるものとする。   Next, as shown in FIG. 5, the movement of the moving unit 2 mainly in the case of an emergency will be described. Here, the case of emergency is a case where it becomes impossible or difficult to use the toilet at the installation location. In this embodiment, the river bed where the toilet 1 is installed is flooded by flooding. And

移動ユニット2内の水槽である分離槽14の底面下方に配設された開閉弁26と、同様に接触槽15,送水槽16,及び貯留槽17の底面下方にそれぞれ配設された開閉弁27,28,及び29を、全て開状態とすることで、移動ユニット2の全ての槽14〜17内の被処理水の全量分を、各開閉弁26〜29に連結して集約した移送管12を介してヘッド圧により受水槽13内に移送する。   The open / close valve 26 disposed below the bottom surface of the separation tank 14, which is a water tank in the moving unit 2, and the open / close valve 27 disposed similarly below the bottom surfaces of the contact tank 15, the water supply tank 16, and the storage tank 17. , 28, and 29 are all opened, so that the total amount of water to be treated in all the tanks 14 to 17 of the moving unit 2 is connected to the respective open / close valves 26 to 29 and aggregated. Then, it is transferred into the water receiving tank 13 by the head pressure.

このように、分離槽14,接触槽15,送水槽16,及び貯留槽17内の被処理水のオーバーフロー分を移送する移送管12を利用して、この移送管12に、槽14〜17内の被処理水の略全量分を排出可能な開閉弁26〜29を接続することで、被処理水の移送路を集約できる。   In this way, the transfer pipe 12 that transfers the overflow of the water to be treated in the separation tank 14, the contact tank 15, the water supply tank 16, and the storage tank 17 is used to connect the transfer pipe 12 to the tanks 14 to 17. By connecting the on-off valves 26 to 29 that can discharge substantially the entire amount of the water to be treated, the transfer path of the water to be treated can be collected.

また開閉弁26〜29は、全て手動開閉式であり、手動式の開閉弁26〜29を開放することで、分離槽14,接触槽15,送水槽16,及び貯留槽17の被処理水を、低い高さ位置に設置された貯留ピット3に向けてヘッド圧を利用して移送できるため、非常時に電源が供給できない場合であっても、受水槽13への被処理水の移送は可能である。受水槽13は、前記した通常時において満水位Fに相当する水量に加えて、全ての槽14〜17内の全水量を受容できる緊急水位Eに相当する内容量を備えている。   Further, the on-off valves 26 to 29 are all manually open / closed. By opening the manual on-off valves 26 to 29, the water to be treated in the separation tank 14, the contact tank 15, the water supply tank 16, and the storage tank 17 is supplied. Since the head pressure can be used for the transfer to the storage pit 3 installed at a low height, the water to be treated can be transferred to the water receiving tank 13 even when power cannot be supplied in an emergency. is there. The water receiving tank 13 has an internal capacity corresponding to the emergency water level E that can receive the total water quantity in all the tanks 14 to 17 in addition to the water quantity corresponding to the full water level F at the normal time described above.

被処理水を受水槽13に移送することで、移動ユニット2は設置時と略同重量に軽量化される。続いて接続ホース11を、接続していた合流部12a及び管3aから取外し、同様に、接続ホース21を、接続していた管14a及び管20aから取外す。また、電源接続ボックス56に接続していた電源ケーブルも取外し、接続ホース11,21とともに、倉庫9に保管しておく。接続ホース11を取外した後の管3aの開口部は、プラグPで被覆しておくことが安全衛生上好ましい。同様に、管20aの開口部も図示しないプラグで被覆しておく。   By transferring the water to be treated to the water receiving tank 13, the moving unit 2 is reduced in weight to approximately the same weight as that at the time of installation. Subsequently, the connection hose 11 is removed from the connected junction 12a and the pipe 3a, and similarly, the connection hose 21 is removed from the connected pipe 14a and the pipe 20a. Further, the power cable connected to the power connection box 56 is also removed and stored in the warehouse 9 together with the connection hoses 11 and 21. It is preferable in terms of safety and hygiene that the opening of the pipe 3a after the connection hose 11 is removed is covered with the plug P. Similarly, the opening of the tube 20a is covered with a plug (not shown).

次に、図5に示されるように、車止め用のジャッキ51,51を上げ、牽引部52を牽引車両(図示略)の牽引手段Kにより牽引する等で、移動ユニット2は、主に非常時において、浸水した河川敷から安全な場所へと退避でき、また、退避した安全な場所において、図示しない別の貯留ピットを用い、再びトイレ使用に供することも可能となる。   Next, as shown in FIG. 5, the mobile unit 2 is mainly used in an emergency, for example, by raising the jacks 51, 51 for stopping the car and pulling the towing portion 52 by the towing means K of the towing vehicle (not shown). Thus, it is possible to evacuate from the flooded riverbed to a safe place, and it is possible to use the toilet again by using another storage pit (not shown) in the evacuated safe place.

このように、移動ユニット2とは別体に設置された貯留ピット3が、受水槽13に浄化槽を構成する分離槽14、接触槽15、及び送水槽16を加えた内容量を備えているため、非常時など急の移動を要する場合であっても、分離槽14、接触槽15、及び送水槽16内の被処理水を貯留ピット3に移送して、分離槽14、接触槽15、及び送水槽16を備えたユニットハウス4を有する移動ユニット2を、貯留ピット3から切り離し、移動台車5により配置箇所から直ちに移動して、移動ユニット2を移動後の別の箇所での貯留ピットとともにトイレ使用に供することができる。   As described above, the storage pit 3 installed separately from the mobile unit 2 has an internal capacity obtained by adding the separation tank 14, the contact tank 15, and the water supply tank 16 that constitute the purification tank to the water receiving tank 13. Even when a sudden movement such as an emergency is required, the water to be treated in the separation tank 14, the contact tank 15, and the water tank 16 is transferred to the storage pit 3, and the separation tank 14, the contact tank 15, and The mobile unit 2 having the unit house 4 provided with the water tank 16 is separated from the storage pit 3 and immediately moved from the arrangement location by the mobile carriage 5, and the mobile unit 2 is moved together with the storage pit at another location after moving. Can be used for use.

以上、本発明の実施例を図面により説明してきたが、具体的な構成はこれら実施例に限られるものではなく、本発明の要旨を逸脱しない範囲における変更や追加があっても本発明に含まれる。   Although the embodiments of the present invention have been described with reference to the drawings, the specific configuration is not limited to these embodiments, and modifications and additions within the scope of the present invention are included in the present invention. It is.

例えば、便器若しくは循環水路中の所定箇所に、被処理水の色度を検知する色度センサ及び/または濁度を検知する濁度センサを設置し、このセンサにより検知した被処理水の色度及び/または濁度に基づいて、被処理水の浄化処理を実行するようにしてもよい。   For example, a chromaticity sensor that detects the chromaticity of water to be treated and / or a turbidity sensor that detects turbidity is installed at a predetermined location in a toilet or circulation channel, and the chromaticity of the water to be treated detected by this sensor. And based on turbidity, you may make it perform the purification process of to-be-processed water.

また、上記実施例では、分離槽14と接触槽15とからなる浄化槽により、被処理水を浄化処理しているが、浄化槽は、他の公知の浄化技術を利用した槽であってもよい。   Moreover, in the said Example, although the to-be-processed water is purified by the septic tank which consists of the separation tank 14 and the contact tank 15, the septic tank may be a tank using another well-known purification technique.

1 循環式水洗トイレ
2 移動ユニット
3 貯留ピット
4 ユニットハウス(トイレ部)
5 移動台車(移動部)
10 便器
11,21 接続ホース
12 移送管
12a 合流部
13 受水槽
14 分離槽(浄化槽)
15 接触槽(浄化槽)
16 送水槽
17 貯留槽
20 揚水ポンプ
26〜29 開閉弁
31 オゾン発生装置
32 導入ポンプ(導入手段)
33 オゾン処理装置
34 分岐管
35 供給管
1 Circulating flush toilet 2 Mobile unit 3 Storage pit 4 Unit house (toilet)
5 Moving cart (moving part)
DESCRIPTION OF SYMBOLS 10 Toilet bowl 11 and 21 Connection hose 12 Transfer pipe 12a Merge part 13 Receiving tank 14 Separation tank (septic tank)
15 Contact tank (septic tank)
16 Water tank 17 Storage tank 20 Pumping pumps 26 to 29 On-off valve 31 Ozone generator 32 Introduction pump (introduction means)
33 Ozone treatment device 34 Branch pipe 35 Supply pipe

Claims (6)

便器の下方に配設され被処理水を導入する受水槽と、該受水槽から導入した被処理水を浄化処理する浄化槽と、該浄化槽から導入した被処理水を送水管を介し前記便器に向けて送水する送水槽と、からなる循環水路を備えた循環式水洗トイレであって、
前記浄化槽及び前記送水槽を少なくとも備えるトイレ部と、該トイレ部を載置するとともにトイレ部を移動可能な移動部とを有し、所定の配置箇所に配置される移動式の移動ユニットと、
該移動ユニットとは別体に設置され、前記受水槽、該受水槽内の被処理水を前記移動ユニットに導入する揚水ポンプ、及び前記受水槽内の水位を検知する検知手段を備えた貯留ピットと、
前記移動ユニットと前記貯留ピットとに着脱可能に接続され、前記循環水路を構成する2本の接続ホースと、から構成されており、
前記貯留ピットは、前記受水槽に前記浄化槽及び前記送水槽を加えた内容量を備え、前記移動ユニットは、前記浄化槽及び前記送水槽内の被処理水を前記貯留ピットに移送して、該貯留ピットから切り離し、前記移動部により前記配置箇所から移動するようになっていることを特徴とする循環式水洗トイレ。
A water receiving tank that is disposed below the toilet and introduces the water to be treated, a purification tank that purifies the water to be treated introduced from the water receiving tank, and the water to be treated introduced from the septic tank through the water pipe toward the toilet. A circulating flush toilet equipped with a circulating water channel comprising:
A toilet unit having at least the septic tank and the water tank, and a moving unit that is placed on the toilet unit and movable to the toilet unit, and is disposed at a predetermined location;
A storage pit installed separately from the moving unit, comprising a water receiving tank, a pump for introducing treated water in the water receiving tank into the moving unit, and a detecting means for detecting a water level in the water receiving tank. When,
It is detachably connected to the moving unit and the storage pit, and consists of two connection hoses that constitute the circulating water channel ,
The storage pit has an internal capacity obtained by adding the septic tank and the water supply tank to the water receiving tank, and the moving unit transfers the treated water in the septic tank and the water supply tank to the storage pit to store the storage pit. A circulating flush toilet characterized by being separated from a pit and moved from the location by the moving part.
前記浄化槽及び前記送水槽内の被処理水のオーバーフロー分を移送する移送管が、前記貯留ピットの受水槽に向けて延設されており、該移送管に、前記浄化槽及び前記送水槽内の被処理水の略全量分を排出可能な開閉弁が接続されていることを特徴とする請求項1に記載の循環式水洗トイレ。   A transfer pipe for transferring the overflow of the water to be treated in the septic tank and the water tank is extended toward the water receiving tank of the storage pit, and the transfer pipe has a cover pipe in the septic tank and the water tank. The circulating flush toilet according to claim 1, wherein an on-off valve capable of discharging substantially the entire amount of treated water is connected. 前記移送管は、前記便器から導入した被処理水と合流する合流部を有していることを特徴とする請求項2に記載の循環式水洗トイレ。   The circulating flush toilet according to claim 2, wherein the transfer pipe has a merging portion that merges with the water to be treated introduced from the toilet. 前記貯留ピットは、前記移動ユニットよりも低い位置に設置されており、前記開閉弁は手動式であることを特徴とする請求項2または3に記載の循環式水洗トイレ。   The circulating flush toilet according to claim 2 or 3, wherein the storage pit is installed at a position lower than the moving unit, and the on-off valve is a manual type. 被処理水をオゾン処理するオゾン処理手段が、前記循環水路に接続されていることを特徴とする請求項1ないし4のいずれかに記載の循環式水洗トイレ。   The circulating flush toilet according to any one of claims 1 to 4, wherein an ozone treatment means for treating the water to be treated with ozone is connected to the circulation water channel. 前記循環水路が、少なくとも前記浄化槽を備えた浄化処理水路と、
該浄化処理水路の所定箇所に設けられ少なくとも一部の被処理水を分岐可能とする分岐管と、該分岐管に接続された前記オゾン処理手段と、該オゾン処理手段でオゾン処理された被処理水を前記浄化処理水路に供給する供給管と、からなるオゾン処理水路と、
から構成されており、前記オゾン処理水路の所定箇所に、前記浄化処理水路内の被処理水を前記オゾン処理水路内に導入する導入手段が設けられていることを特徴とする請求項5に記載の循環式水洗トイレ。
The circulating water channel is a purification water channel provided with at least the septic tank;
A branch pipe provided at a predetermined location of the purification treatment water channel and capable of branching at least a part of the water to be treated, the ozone treatment means connected to the branch pipe, and a treatment to be ozone-treated by the ozone treatment means A supply pipe for supplying water to the purification treatment water channel, an ozone treatment water channel comprising:
The introduction means for introducing the treated water in the purification treatment water channel into the ozone treatment water channel is provided at a predetermined location of the ozone treatment water channel. Circulating flush toilet.
JP2009097153A 2009-04-13 2009-04-13 Circulating flush toilet Expired - Fee Related JP5451156B2 (en)

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