JPH08229590A - Circulation system of industrial waterworks and water storage tank - Google Patents

Circulation system of industrial waterworks and water storage tank

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Publication number
JPH08229590A
JPH08229590A JP7063318A JP6331895A JPH08229590A JP H08229590 A JPH08229590 A JP H08229590A JP 7063318 A JP7063318 A JP 7063318A JP 6331895 A JP6331895 A JP 6331895A JP H08229590 A JPH08229590 A JP H08229590A
Authority
JP
Japan
Prior art keywords
water
tank
group
tank group
septic
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
JP7063318A
Other languages
Japanese (ja)
Other versions
JP3567011B2 (en
Inventor
Morihisa Sumimoto
守央 住本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sumimoto Kagaku Kenkyusho KK
Original Assignee
Sumimoto Kagaku Kenkyusho KK
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 Sumimoto Kagaku Kenkyusho KK filed Critical Sumimoto Kagaku Kenkyusho KK
Priority to JP06331895A priority Critical patent/JP3567011B2/en
Publication of JPH08229590A publication Critical patent/JPH08229590A/en
Application granted granted Critical
Publication of JP3567011B2 publication Critical patent/JP3567011B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

PURPOSE: To effectively utilize water and to decrease the consumption of city water by recovering household waste water, feeding the recovered water into a stirring tank and purifying the recovered water with a septic tank group, then storing the water into a water storage tank group, feeding the stored water to industrial water utilizing points and returning the used industrial water to the stirring tank. CONSTITUTION: The septic tank group 2 is constituted by alternately and successively connecting respectively plural anaerobic bacterium tanks 4 and aerobic bacterium tanks 5. The septic tank group 2 is connected to the stirring tank 7 via a level control tank 6. The septic tank group 2 and the water storage tank group 3 are connected via a sand filter tank 8 and an overflow tank 9. Further, the waste water used at respective points 10 to 14 of home is collected via drain pipes 15 in the stirring tank 7. On the other hand, a rain water inflow pipe 26 is connected to a final water storage tank 3n of a water storage tank group 3 and water feed pipes 27 are connected thereto to feed the water by a water feed pump 28 to the respective points 10 to 14. The rain water inflow pipe 26 stores the rain water in the water storage tank group 3 to replace the clean water of the water storage tank group 3 with the rain water and to backward wash the sand filter tank 8 at need.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、中水道特に家庭用中
水道の循環システム及びそのための貯水槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a circulation system for tap water, particularly domestic tap water, and a water tank therefor.

【0002】[0002]

【従来の技術】従来、家庭からの排水を浄化し、中水と
して他の用途に再利用するようにした中水利用システム
は公知である。従来公知の中水利用システムにおける中
水の利用は、主としてトイレ用水及び散水、洗車用水で
あり、用途が限定されていたと共に、再利用のための中
水の貯槽は、1つの大きな容積を有する槽体から成って
おり、その設置場所及び設置コストが多大となる欠点が
あった。又、従来の中水利用システムは、中水として1
度利用された後は、再度繰り返して使用することなく下
水に排出してしまうものであった。
2. Description of the Related Art Conventionally, there is known a system for utilizing middle water, which purifies wastewater from home and reuses it as other middle water. The utilization of the gray water in the conventionally known gray water utilization system is mainly for toilet water, sprinkling water, and car wash water, and the use is limited, and the gray water storage tank for reuse has one large volume. Since it is composed of a tank body, it has a drawback that the installation place and installation cost are great. In addition, conventional gray water utilization system is
After being used once, it was discharged into the sewage without being used again.

【0003】[0003]

【発明が解決しようとする課題】この発明は、排水を浄
化して貯水槽に貯め、中水として利用した後、再び浄化
して貯水槽に貯めて利用に供し得るような循環システム
とすることにより、家庭の排水を実質的に下水への排出
を極力軽減し、上水の使用量を顕著に減少すると共に、
雨水をもこの循環システムに取り込んで利用し得るよう
にせんとするものである。又、非常時において、浄水を
清水化処理するによって飲料水としても利用できる。
SUMMARY OF THE INVENTION The present invention provides a circulation system in which waste water is purified and stored in a water storage tank, used as intermediate water, and then purified again and stored in the water storage tank for use. As a result, household wastewater is reduced to the sewage level as much as possible, and the amount of tap water used is significantly reduced.
Rainwater is also taken into this circulation system so that it can be used. Further, in an emergency, it can be used as drinking water by treating purified water for purification.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するため
に、この発明が採った手段は、排水に含まれる汚物を微
細化する手段を備えた撹拌槽と、嫌気菌槽と好気菌槽と
を交互に連結した浄化槽群と、複数の貯水槽体を連結し
た貯水槽群と、貯水槽群に接続され雨水を流入させる雨
水流入管並びに攪拌槽、浄化槽群、貯水槽群、中水利用
個所を結ぶ循環回路とを備え、前記浄化槽群及び貯水槽
群を構成する槽体が所定の直径と長さを有する樹脂パイ
プからなり、家庭内の排水を回収して撹拌槽に送り込
み、浄化槽群で浄化した後、貯水槽群に貯水し、貯水槽
群の貯水を中水利用箇所に送給し、使用した中水を再び
排水として回収し撹拌槽に戻すようにしたことを特徴と
する。
Means for Solving the Problems In order to solve the above-mentioned problems, the means adopted by the present invention are a stirring tank equipped with a means for refining waste contained in wastewater, an anaerobic bacterium tank and an aerobic bacterium tank. A group of septic tanks that are alternately connected with each other, a group of water tanks that are connected with a plurality of water tank bodies, a rainwater inflow pipe that is connected to the group of water tanks and that allows rainwater to flow in, and an agitation tank, a group of septic tanks, a group of water tanks, and the use of medium water A septic tank group comprising a circulation circuit connecting points, and the tank bodies constituting the septic tank group and the water storage tank group are made of resin pipes having a predetermined diameter and length, and collect domestic wastewater and send it to the stirring tank. After being purified by the above method, the water is stored in a water tank group, the water stored in the water tank group is sent to a location where the gray water is used, and the used gray water is recovered again as drainage and returned to the stirring tank.

【0005】又、浄化槽群と貯水槽群の間に砂濾過槽又
は、精密濾過機を介在させたことを特徴とする。
Further, the present invention is characterized in that a sand filter tank or a fine filter is interposed between the septic tank group and the water storage tank group.

【0006】更に、雨水流入管から流入した雨水を貯水
槽群の貯水と入れ換るようにしたことを特徴とする。
Further, it is characterized in that the rainwater flowing in from the rainwater inflow pipe is replaced with the water stored in the water tank group.

【0007】更に、両水流入管から流入した両水で砂濾
過槽を逆洗するようにしたことを特徴とする。
Further, it is characterized in that the sand filter tank is backwashed with both water flowing from the both water inflow pipes.

【0008】更に、浄化槽群から出た浄水の一部を撹拌
槽に戻すようにしたことを特徴とする。
Further, a part of the purified water discharged from the septic tank group is returned to the stirring tank.

【0009】更に、所定の直径と長さを有する剛性の樹
脂パイプを複数立設し、相互に連結したことを特徴とす
る。
Further, a plurality of rigid resin pipes having a predetermined diameter and length are erected and connected to each other.

【0010】更に、剛性の樹脂パイプの間に可撓性のパ
イプを配設し、相互に連結したことを特徴とする。
Further, a flexible pipe is arranged between the rigid resin pipes and is connected to each other.

【0011】[0011]

【作 用】家庭等で発生する排水を回収して、撹拌槽で
撹拌し汚物を微細化した後、嫌気菌槽と好気菌槽とを交
互に連結した複数の浄化槽体からなる浄化槽群で浄化
し、一部を撹拌槽に戻しつつ複数の貯水槽体からなる貯
水槽群に貯水する。貯水槽群の貯水を家庭等の中水とし
て利用し、利用された中水の排水を再び撹拌槽に入れて
循環させる。貯水槽群に雨水を流入させて貯水量の確保
を行うと共に、多量の降雨時には貯水槽群の貯水を雨水
と入れ換えると共に、砂濾過機を逆洗する。
[Operation] After collecting wastewater generated at home, stirring it in a stirring tank to make the waste finer, a septic tank group consisting of multiple septic tanks in which anaerobic bacteria tanks and aerobic bacteria tanks are alternately connected. The water is purified, and a part of it is returned to the stirring tank to store water in a water tank group composed of a plurality of water tank bodies. The stored water in the water tank group is used as domestic water for domestic use, and the waste water used is put into the stirring tank again and circulated. Rainwater is made to flow into the water tank group to secure the amount of water stored, and when a large amount of rainfall occurs, the water in the water tank group is replaced with rainwater and the sand filter is backwashed.

【0012】浄化槽群と貯水槽群を構成する槽体を所定
の径と長さを有する複数の樹脂パイプを立設して用い、
互に連結してそれぞれの槽群を形成してあるので、それ
ぞれの槽群の容量の増減を容易に行い得ると共に設置場
所を選ばない利点がある。又、剛性の樹脂パイプの間に
可撓性のパイプを配置することによりスペースを節約し
つつ容量の増大を図ることが出来る。
The tank bodies constituting the septic tank group and the water storage tank group are used by erected a plurality of resin pipes having a predetermined diameter and length.
Since each tank group is connected to each other, the capacity of each tank group can be easily increased or decreased, and there is an advantage that the installation location is not selected. Further, by disposing the flexible pipe between the rigid resin pipes, it is possible to save space and increase the capacity.

【0013】[0013]

【発明の効果】この発明によれば、家庭等で使用する水
のほとんどを中水として再利用出来ると共に、雨水をも
中水として利用するようにしてあるので、高度な水の有
効利用が可能となり、上水の使用量を著しく減少せしめ
ることが出来る。又、システム全体を安価に構築するこ
とが出来る。
EFFECTS OF THE INVENTION According to the present invention, most of the water used at home can be reused as tap water, and rainwater can also be used as tap water. Therefore, the amount of clean water used can be significantly reduced. Also, the entire system can be constructed at low cost.

【0014】[0014]

【実施例】以下に図面を参照しつつ、この発明の好しい
実施例を詳細に説明する。図において、(1)は浄化槽群
(2)と貯水槽群(3)を収納する収納棟であり、家屋外の
適所若しくは家屋内に配設される。浄化槽群(2)と貯水
槽群(3)は、複数の槽体から構成されており、各槽体は
好ましくは所定の直径と長さを有する下部を閉塞した直
立せる剛性の合成樹脂パイプからなる。図示の実施例に
おいて一本の槽体は、例えば直径200mm、長さ4〜
5mの塩化ビニルパイプからなる。しかしながら、パイ
プの径、長さ及び材質はこれに限られるものではない。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will now be described in detail with reference to the drawings. In the figure, (1) is a septic tank group
It is a storage building that stores (2) and the water tank group (3), and is installed in an appropriate place outside the house or inside the house. The septic tank group (2) and the water storage tank group (3) are composed of a plurality of tank bodies, and each tank body is preferably made of a rigid synthetic resin pipe that has a predetermined diameter and length and is closed at the bottom to stand upright. Become. In the illustrated embodiment, one tank is, for example, 200 mm in diameter and 4 to 4 in length.
It consists of a 5 m vinyl chloride pipe. However, the diameter, length and material of the pipe are not limited to this.

【0015】浄化槽群(2)は、嫌気菌を利用して被処理
液を処理する嫌気菌槽(4)と、好気菌を利用して被処理
液を処理する好気菌槽(5)の2種類の浄化処理槽から成
り、嫌気菌槽(4)と好気菌槽(5)とが交互に順次連結さ
れて一連の浄化槽群(2)を構成している。貯水槽群(3)
は前記槽体を下部で相互に連結した複数本の槽体から成
り、全体で所望の容積を得る。嫌気菌槽又は好気菌槽は
1本だけでなく複数本を1組として容量を増減しても良
い。
The septic tank group (2) includes an anaerobic bacterium tank (4) for treating the liquid to be treated by using anaerobic bacteria and an aerobic bacterium tank (5) for treating the liquid to be treated by using aerobic bacteria. The anaerobic bacterium tank (4) and the aerobic bacterium tank (5) are alternately and sequentially connected to form a series of septic tanks (2). Water tank group (3)
Is composed of a plurality of tank bodies in which the tank bodies are connected to each other at the bottom, and a desired volume is obtained as a whole. The anaerobic bacterium tank or the aerobic bacterium tank is not limited to one, and a plurality of anaerobic bacteria tanks may be set as one set to increase or decrease the capacity.

【0016】浄化槽群(2)はレベルコントロール槽(6)
を介して撹拌槽(7)に接続され、浄化槽群(2)と貯水槽
群(3)は砂濾過槽(8)とオーバーフロー槽(9)を介して
連結される。撹拌槽(7)には、家庭の各所、例えば洗面
所(10)、洗濯機(11)、便所(12)、台所(13)、風呂(14)等
で使用された排水を流す排水管(15)が接続されており、
家庭内の全ての排水が集中して集められる。攪拌槽(7)
には、嫌気菌と好気菌からなる浄化菌が装入管(17)で装
入される。撹拌槽(7)内には水中ポンプ(16)が配設さ
れ、排水を撹拌して排水に含まれる汚物を微細化し、浄
化槽群(2)での浄化処理を容易にする。撹拌槽(7)内の
排水はレベルコントロール槽(6)に送給される。尚、汚
物の微細化は、ポンプに代わってディスポーザー等で行
っても良いことは勿論である。レベルコントロール槽
(6)は浄化槽群(2)の水位を調整するものであり、浄化
槽群(2)の第1浄化槽体(2a)の下部とを連結管(18)で連
結して浄化槽群(2)を所定水頭に保持するとオーバーフ
ロー分はオーバーフローパイプ(19)で攪拌槽(7)に戻さ
れる。尚、第1浄化槽体(2a)を他の浄化槽より若干長く
形成して、レベルコントロール槽の機能を兼用させ、レ
ベルコントロール槽(6)を省略する構成としても良い。
レベルコントロール槽(6)は、エアーの装入がない為、
嫌気菌の活性条件が整い、嫌気菌槽として作用する。
The septic tank group (2) is a level control tank (6)
And the septic tank group (2) and the water storage tank group (3) are connected to each other through the sand filtration tank (8) and the overflow tank (9). The agitation tank (7) has a drainage pipe (where drainage is used in various places in the home such as a washroom (10), a washing machine (11), a toilet (12), a kitchen (13), a bath (14), etc. 15) is connected,
All domestic wastewater is collected intensively. Stirrer (7)
Purified bacteria consisting of anaerobic bacteria and aerobic bacteria are charged into the charging pipe (17). A submersible pump (16) is provided in the stirring tank (7) to stir the wastewater to make the waste contained in the waste finer and facilitate the purification process in the septic tank group (2). The waste water in the stirring tank (7) is fed to the level control tank (6). Incidentally, it is needless to say that the waste can be miniaturized by using a disposer or the like instead of the pump. Level control tank
(6) is for adjusting the water level of the septic tank group (2), and the septic tank group (2) is connected to the lower part of the first septic tank body (2a) of the septic tank group (2) by a connecting pipe (18). When the water is kept at a predetermined head, the overflow is returned to the stirring tank (7) by the overflow pipe (19). The first septic tank body (2a) may be formed to be slightly longer than the other septic tanks so that the function of the level control tank is shared and the level control tank (6) is omitted.
Since the level control tank (6) has no air charge,
Acts as an anaerobic bacterium tank, with active conditions for anaerobes set.

【0017】嫌気菌槽(4)内には、嫌気菌の活性条件を
整え、嫌気菌と処理液との接触面積を多くするために、
繊維条や帯状材、或は繊維を螺旋状にしたもの等の面積
拡大部材が装入される。好気菌槽(5)内には、好気菌の
活性条件を整え、空気管(20)が接続され、空気が供給さ
れる。浄化槽群は長尺のパイプであり、下部から装入さ
れた長い距離を移動するため、浄化効率が良くなる。
又、第1段若しくは第2段目までの好気菌槽(5)内には
麦飯石が装入され、好気菌の作用をより活性化してい
る。嫌気菌槽(4)と好気菌槽(5)は交互に直列状態で連
結され、被処理液中の汚物や不純物は嫌気菌槽と好気菌
槽で交互に分解処理され比較的短時間で浄化される。嫌
気菌槽(4)のいずれか1つの槽には、エアー管(21)が接
続され、嫌気菌槽(4)の汚水の1部をレベルコントロー
ル槽に戻している。
In the anaerobic bacterium tank (4), in order to adjust the anaerobic bacterium activation conditions and increase the contact area between the anaerobic bacterium and the treatment liquid,
An area-enlarging member such as a fiber strip, a band-shaped material, or a spiral-shaped fiber is charged. In the aerobic bacterium tank (5), the activation conditions of aerobic bacteria are adjusted, an air pipe (20) is connected, and air is supplied. Since the septic tank group is a long pipe and moves a long distance loaded from the lower part, the purification efficiency is improved.
In addition, barley stone is charged into the aerobic bacteria tank (5) up to the first or second stage to further activate the action of aerobic bacteria. Anaerobic bacterium tank (4) and aerobic bacterium tank (5) are alternately connected in series, and dirt and impurities in the liquid to be treated are decomposed alternately in the anaerobic bacterium tank and aerobic bacterium tank for a relatively short time. Is purified by. An air pipe (21) is connected to any one of the anaerobic bacterium tanks (4), and a part of the sewage in the anaerobic bacterium tank (4) is returned to the level control tank.

【0018】浄化槽群(2)を出た処理液は砂濾過槽(8)
を通って、異物や浄化槽群(2)での処理残滓を濾過され
た後オーバーフロー槽(9)を介して貯水槽群(3)に貯水
される。オーバーフロー槽(9)は前記レベルコントロー
ル槽(6)の水位を同一水位に保持されオーバーフローし
た浄水が貯水槽群に貯水れされるようになっており、貯
水槽群(3)から溢流するのを防止している。オーバーフ
ロー槽(9)でオーバーフローした浄水は、オーバーフロ
ー管(22)でオーバーフローして前記撹拌槽(7)に還流さ
せるか或は下水へ排出する。貯水槽群(3)の各槽体は太
い接続管(23)で互いに接続されると共に、この接続管(2
3)より排出管(24)で槽下部のドレンを排出するようにし
てある。排出管(24)には開閉弁(25)が配設され、後述す
るように貯水槽群(3)に多量の雨水が流入した時、開弁
して貯水槽群(3)内の浄水を雨水と入れ換える。これに
より、リサイクルして使用されることによって、Naイ
オンや、リン等の濃縮されて来た浄水の交換を行う。
The treated liquid discharged from the septic tank group (2) is a sand filter tank (8).
The foreign matters and the treatment residue in the septic tank group (2) are filtered and then stored in the water tank group (3) through the overflow tank (9). In the overflow tank (9), the water level of the level control tank (6) is kept at the same water level, and the overflowed purified water is stored in the water tank group and overflows from the water tank group (3). Is being prevented. The purified water that overflows in the overflow tank (9) overflows in the overflow pipe (22) and is returned to the stirring tank (7) or discharged to the sewer. The tank bodies of the water tank group (3) are connected to each other by a thick connecting pipe (23), and the connecting pipe (2
From the 3), the drain pipe (24) is used to discharge the drain under the tank. An on-off valve (25) is provided in the discharge pipe (24), and when a large amount of rainwater flows into the water storage tank group (3) as described later, the valve is opened to clean the water in the water storage tank group (3). Replace with rainwater. As a result, the purified water, which has been concentrated such as Na ions and phosphorus, is exchanged by being recycled and used.

【0019】貯水槽群(3)は、前記塩化ビニルパイプか
らなる槽体を複数本立設し、下部を相互に連結し、上部
を大気中に開放した並列接続状態の槽体のグループから
なり、全体で所要量の浄水を貯水し得る。例えば一人一
日300lの中水を使用するとした場合、5人家族の家
庭では1500l必要となる。前記直径200mm、長
さ4〜5mの塩化ビニルパイプは1本当たり125〜1
50lの貯水容量があるので少なくとも12〜10本の
塩化ビニルパイプを用意すれば良い。図示の実施例では
14本用意されている。
The water storage tank group (3) is composed of a group of tank bodies in a parallel connection state in which a plurality of tank bodies made of the vinyl chloride pipe are erected, the lower parts are connected to each other, and the upper parts are open to the atmosphere. Overall, the required amount of purified water can be stored. For example, if one person uses 300 liters of tap water a day, 1500 liters will be required for a family of five. The vinyl chloride pipe having a diameter of 200 mm and a length of 4 to 5 m is 125 to 1 per pipe.
Since there is a storage capacity of 50 liters, it is sufficient to prepare at least 12 to 10 vinyl chloride pipes. In the illustrated embodiment, 14 pieces are prepared.

【0020】貯水槽群(3)の最終段の貯水槽(3n)には、
集めた雨水の流入管(26)が接続され、又、給水パイプ(2
7)が接続され、洗濯機(11)、便所(12)、風呂(14)、洗車
場(29)、撒水(30)等へ給水ポンプ(28)で給水される。雨
水流入管(25)は、下部に細孔を有し、降雨初期の汚染し
た雨水を排出するようになっており、雨水を貯水槽群
(3)に流入して貯水させると共に、多量の降雨があった
ときには、開閉弁(25)を開いて貯水槽群(3)内の浄水を
雨水と入れ換えると共に、必要に応じて砂濾過槽(8)を
逆洗する。
In the last-stage water tank (3n) of the water tank group (3),
The collected rainwater inflow pipe (26) is connected, and the water supply pipe (2
7) is connected and water is supplied to the washing machine (11), toilet (12), bath (14), car wash (29), sprinkling water (30), etc. by the water supply pump (28). The rainwater inflow pipe (25) has pores in the lower part to discharge polluted rainwater at the beginning of rainfall.
In addition to flowing into (3) to store water, when there is a large amount of rainfall, the on-off valve (25) is opened to replace the purified water in the water tank group (3) with rain water, and if necessary, a sand filter tank ( Backwash 8).

【0021】図3は、貯水槽群(3)の一変形を示し、立
設した塩化ビニルパイプの槽体の間に可撓性を有するパ
イプ(31)を配置して、貯水槽群(3)の設置面積を拡大す
ることにより総貯水容量を増大し得るようにしたもので
ある。
FIG. 3 shows a modification of the water storage tank group (3), in which a flexible pipe (31) is arranged between the tank bodies of the vinyl chloride pipes installed upright, and the water storage tank group (3) is The total water storage capacity can be increased by expanding the installation area of).

【0022】前記濾過槽(8)に代って図4に示すような
精密濾過器(32)を用いても良い。該精密濾過器(32)は円
板状の濾紙を多数積層した濾体(33)を有し、該濾体(33)
の外周側面から濾紙の層間際に液を流入させ、不純物を
濾紙の繊維に付着除去し、浄水を中央の通路(34)から流
出させるようにしたものである。又、砂濾過層(8)や精
密濾過層(32)に紫外線ランプやオゾン装入手段を取り付
けて殺菌を行うようにしても良い。更に、非常時におい
ては、中空繊維濾過器等で浄水を濾過し、清水化処理
し、飲料水として利用するようにしても良い。
A microfilter (32) as shown in FIG. 4 may be used instead of the filtration tank (8). The microfilter (32) has a filter body (33) in which a large number of disc-shaped filter papers are laminated, and the filter body (33)
The liquid is made to flow from the outer peripheral side of the filter paper to the space between the filter papers to remove impurities from the fibers of the filter paper, and the purified water is made to flow out from the central passage (34). Alternatively, an ultraviolet lamp or ozone charging means may be attached to the sand filtration layer (8) or the microfiltration layer (32) for sterilization. Further, in an emergency, the purified water may be filtered with a hollow fiber filter or the like to be purified and used as drinking water.

【0023】かくして、この発明によれば、家庭内で発
生する全ての排水を循環させて浄化し、中水として利用
することが出来、ほとんど下水へ排出される排水がない
と共に、雨水をシステムに取り込んで利用するようにし
てあるので水のきわめて高度な有効利用を図ることが可
能となる。又、浄化槽群(2)と貯水槽群(3)を構成する
槽体は、所定の径と長さを有する樹脂パイプを立設して
互に連結して形成してあるので、所要容量の設定を容易
に行うことが出来、低コストであり、しかも底部から簡
単に加温することが出来、嫌気菌や好気菌の反応を良好
に保つことが容易となる。
Thus, according to the present invention, it is possible to circulate and purify all the wastewater generated in the home and use it as tap water, and there is almost no drainage discharged to the sewage, and rainwater is used in the system. Since it is designed to be taken in and used, it is possible to use water at a very high level. In addition, the tank bodies that constitute the septic tank group (2) and the water storage tank group (3) are formed by vertically arranging resin pipes having a predetermined diameter and length and connecting them to each other. The setting can be easily performed, the cost is low, the heating can be easily performed from the bottom, and the reaction of anaerobic bacteria or aerobic bacteria can be easily maintained.

【図面の簡単な説明】[Brief description of drawings]

【図1】全体の概念を示す斜視図FIG. 1 is a perspective view showing the overall concept.

【図2】配管図[Fig. 2] Piping diagram

【図3】浄化槽群と貯水槽群の平面図FIG. 3 is a plan view of the septic tank group and the water storage tank group.

【図4】精密濾過器の断面図FIG. 4 is a sectional view of a microfilter.

【符号の説明】[Explanation of symbols]

(1) 収納棟 (2) 浄化槽群 (3) 貯水槽群 (4) 嫌気菌槽 (5) 好気菌槽 (6) レベルコントロール槽 (7) 撹拌槽 (8) 砂濾過槽 (9) オーバーフロー槽 (10) 洗面所 (11) 洗濯機 (12) 便 所 (13) 台 所 (14) 風 呂 (15) 排水管 (16) 水中ポンプ (17) 浄化菌装入管 (18) 連結管 (19) オーバーフローパイプ (20) 空気管 (21) エアー管 (22) オーバーフロー管 (23) 接続管 (24) 排出管 (25) 開閉弁 (26) 雨水流入管 (27) 給水パイプ (28) 給水ポンプ (29) 洗車場 (30) 撒水 (31) 可撓性パイプ (32) 精密濾過器 (33) 濾体 (34) 通路 (1) Storage building (2) Septic tank group (3) Water tank group (4) Anaerobic bacteria tank (5) Aerobic bacteria tank (6) Level control tank (7) Agitation tank (8) Sand filtration tank (9) Overflow Tank (10) Washroom (11) Washing machine (12) Toilet (13) Stand (14) Wind turbine (15) Drain pipe (16) Submersible pump (17) Purifying bacteria charging pipe (18) Connecting pipe ( 19) Overflow pipe (20) Air pipe (21) Air pipe (22) Overflow pipe (23) Connection pipe (24) Discharge pipe (25) Open / close valve (26) Rainwater inflow pipe (27) Water supply pipe (28) Water supply pump (29) Car wash area (30) Sprinkling water (31) Flexible pipe (32) Microfilter (33) Filter body (34) Passage

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C02F 9/00 504 C02F 9/00 504A 1/00 1/00 J X 3/30 ZAB 3/30 ZABA ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location C02F 9/00 504 C02F 9/00 504A 1/00 1/00 J X 3/30 ZAB 3/30 ZABA

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 排水に含まれる汚物を微細化する手段を
備えた撹拌槽と、嫌気菌槽と好気菌槽とを交互に連結し
た浄化槽群と、複数の貯水槽体を連結した貯水槽群と、
貯水槽群に接続され雨水を流入させる雨水流入管並びに
攪拌槽、浄化槽群、貯水槽群、中水利用個所を結ぶ循環
回路とを備え、前記浄化槽群及び貯水槽群を構成する槽
体が所定の直径と長さを有する樹脂パイプからなり、家
庭内の排水を回収して撹拌槽に送り込み、浄化槽群で浄
化した後、貯水槽群に貯水し、貯水槽群の貯水を中水利
用箇所に送給し、使用した中水を再び排水として回収し
撹拌槽に戻すようにしたことを特徴とする中水道の循環
システム。
1. A stirring tank provided with a means for refining waste contained in wastewater, a septic tank group in which anaerobic bacteria tank and aerobic bacteria tank are alternately connected, and a water tank in which a plurality of water tank bodies are connected. A group of
It is equipped with a rainwater inflow pipe connected to the water tank group and inflowing rainwater, and a stirring tank, a septic tank group, a water tank group, and a circulation circuit connecting the points for utilizing the medium water, and the tank bodies constituting the septic tank group and the water tank group are predetermined. It is made of a resin pipe with the diameter and length of, and collects domestic wastewater, sends it to the stirring tank, purifies it with the septic tank group, and then stores it in the water tank group, and the stored water in the water tank group is used as the medium water utilization point A circulating system for tap water, in which the tap water that has been sent and used is collected as waste water again and returned to the stirring tank.
【請求項2】 浄化槽群と貯水槽群の間に砂濾過槽又
は、精密濾過機を介在させたことを特徴とする請求項
(1)記載の中水道の循環システム。
2. A sand filter tank or a microfilter is interposed between the septic tank group and the water tank group.
(1) The water supply circulation system described above.
【請求項3】 雨水流入管から流入した雨水を貯水槽群
の貯水と入れ換るようにしたことを特徴とする請求項
(1)又は(2)記載の中水道の循環システム。
3. The rainwater flowing in from the rainwater inflow pipe is replaced with the water stored in the water tank group.
The circulation system of the water supply system according to (1) or (2).
【請求項4】 両水流入管から流入した両水で砂濾過槽
を逆洗するようにしたことを特徴とする請求項(2)記載
の中水道の循環システム。
4. The circulation system for a water supply system according to claim 2, wherein the sand filter tank is backwashed with both water flowing from both water inflow pipes.
【請求項5】 浄化槽群から出た浄水の一部を撹拌槽に
戻すようにしたことを特徴とする請求項(1)(2)又は
(3)記載の中水道の循環システム。
5. A part (1) (2) or (2), wherein a part of the purified water discharged from the group of septic tanks is returned to the stirring tank.
(3) Circulation system of the water supply described.
【請求項6】 所定の直径と長さを有する剛性の樹脂パ
イプを複数立設し、相互に連結したことを特徴とする貯
水槽。
6. A water tank comprising a plurality of rigid resin pipes having a predetermined diameter and length, which are erected and connected to each other.
【請求項7】 剛性の樹脂パイプの間に可撓性のパイプ
を配設し、相互に連結したことを特徴とする請求項(6)
記載の貯水槽。
7. The flexible pipes are arranged between the rigid resin pipes and are connected to each other.
Water tank as described.
JP06331895A 1995-02-27 1995-02-27 Circulation system and water storage tank Expired - Fee Related JP3567011B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06331895A JP3567011B2 (en) 1995-02-27 1995-02-27 Circulation system and water storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06331895A JP3567011B2 (en) 1995-02-27 1995-02-27 Circulation system and water storage tank

Publications (2)

Publication Number Publication Date
JPH08229590A true JPH08229590A (en) 1996-09-10
JP3567011B2 JP3567011B2 (en) 2004-09-15

Family

ID=13225811

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06331895A Expired - Fee Related JP3567011B2 (en) 1995-02-27 1995-02-27 Circulation system and water storage tank

Country Status (1)

Country Link
JP (1) JP3567011B2 (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003211182A (en) * 2002-01-29 2003-07-29 Yasutoshi Takashima Sewage cleaning apparatus
JP2003211174A (en) * 2002-01-29 2003-07-29 Yasutoshi Takashima Circulation-type water supplying and draining equipment
JP2003211183A (en) * 2002-01-29 2003-07-29 Yasutoshi Takashima Water cleaning apparatus for rainwater or the like
US9611161B2 (en) 2013-12-05 2017-04-04 Mitsubishi Hitachi Power Systems, Ltd. Circulating water utilization system
US9783963B2 (en) 2013-12-05 2017-10-10 Mitsubishi Hitachi Power Systems, Ltd. Safety device for circulating water utilization system and circulating-water utilization system
US10315930B2 (en) 2013-12-05 2019-06-11 Mitsubishi Hitachi Power Systems, Ltd. Method and system for remotely monitoring a group of circulating-water utilization systems
US10997673B2 (en) 2013-12-05 2021-05-04 Wota Group Llc Charging device of circulating water utilization system and circulating-water utilization system
JP7302745B1 (en) * 2022-03-16 2023-07-04 中国電力株式会社 Water circulation purification system
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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003211182A (en) * 2002-01-29 2003-07-29 Yasutoshi Takashima Sewage cleaning apparatus
JP2003211174A (en) * 2002-01-29 2003-07-29 Yasutoshi Takashima Circulation-type water supplying and draining equipment
JP2003211183A (en) * 2002-01-29 2003-07-29 Yasutoshi Takashima Water cleaning apparatus for rainwater or the like
US9611161B2 (en) 2013-12-05 2017-04-04 Mitsubishi Hitachi Power Systems, Ltd. Circulating water utilization system
US9783963B2 (en) 2013-12-05 2017-10-10 Mitsubishi Hitachi Power Systems, Ltd. Safety device for circulating water utilization system and circulating-water utilization system
US10315930B2 (en) 2013-12-05 2019-06-11 Mitsubishi Hitachi Power Systems, Ltd. Method and system for remotely monitoring a group of circulating-water utilization systems
US10997673B2 (en) 2013-12-05 2021-05-04 Wota Group Llc Charging device of circulating water utilization system and circulating-water utilization system
JP7302745B1 (en) * 2022-03-16 2023-07-04 中国電力株式会社 Water circulation purification system
WO2023175806A1 (en) * 2022-03-16 2023-09-21 中国電力株式会社 Water circulation/purification system
WO2023176010A1 (en) * 2022-03-16 2023-09-21 中国電力株式会社 Water circulation and purification system
CN117073084A (en) * 2023-08-21 2023-11-17 珠海格莱克科技有限公司 Humidity control apparatus and method for stabilizing water temperature of humidity control apparatus
CN117073084B (en) * 2023-08-21 2024-04-23 珠海格莱克科技有限公司 Humidity control apparatus and method for stabilizing water temperature of humidity control apparatus

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