JP2544711B2 - Flush toilet and sewage treatment equipment - Google Patents

Flush toilet and sewage treatment equipment

Info

Publication number
JP2544711B2
JP2544711B2 JP21113488A JP21113488A JP2544711B2 JP 2544711 B2 JP2544711 B2 JP 2544711B2 JP 21113488 A JP21113488 A JP 21113488A JP 21113488 A JP21113488 A JP 21113488A JP 2544711 B2 JP2544711 B2 JP 2544711B2
Authority
JP
Japan
Prior art keywords
tank
water
toilet
air
sewage treatment
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.)
Expired - Fee Related
Application number
JP21113488A
Other languages
Japanese (ja)
Other versions
JPH0261233A (en
Inventor
宏 山本
邦雄 川崎
章 船本
武士 関口
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.)
Nitto Boseki Co Ltd
Original Assignee
Nitto Boseki Co Ltd
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 Nitto Boseki Co Ltd filed Critical Nitto Boseki Co Ltd
Priority to JP21113488A priority Critical patent/JP2544711B2/en
Publication of JPH0261233A publication Critical patent/JPH0261233A/en
Application granted granted Critical
Publication of JP2544711B2 publication Critical patent/JP2544711B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Sanitary Device For Flush Toilet (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Treatment Of Biological Wastes In General (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は,建設工事現場,イベント会場等に設置する
水洗式仮設便所として使用するに好適な水洗便所及びそ
の水洗便所に使用するに好適な汚水処理装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is suitable for use as a flush toilet and its flush toilet, which is suitable for use as a flush toilet to be installed at a construction site, an event site, or the like. Sewage treatment device

〔従来の技術〕[Conventional technology]

従来の仮設便所は汲み取り式であったため,室内は臭
気がひどく,非衛生的であった。
Since the conventional temporary toilets were of the pumping type, the room had a bad odor and was unsanitary.

この臭気の発散を低減し,衛生面の改良を計るべく水
洗式の仮設便所が提案されている(例えば,実開昭57−
75076号公報参照)。
A flush-type temporary toilet has been proposed in order to reduce the emission of odor and improve hygiene (for example, the actual development 57-
(See Japanese Patent No. 75076).

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかしながら,前記の水洗式の仮設便所は便所用ケー
スの後面壁上方に貯水タンクを配設し,用便後貯水タン
クから水洗便器へ水を流し,汚物を便槽に流し落とす方
式となっているため,1回の用便に多くの水を必要とし,
短期間で便槽が一杯になり,かつ貯水タンクが空にな
り,このため,便槽からの汚水の汲み取りや貯水タンク
の水の供給を再々行わなければならず,手間がかかるだ
けでなく,冬期には貯水タンク中の水の凍結を防止する
ために高価な不凍液を使用しなければならないという問
題があった。
However, the above-mentioned flush-type temporary toilet has a water storage tank disposed above the rear wall of the toilet case, in which water is poured from the water storage tank after the toilet to the flush toilet, and the waste is discharged to the toilet tank. Therefore, a large amount of water is required for one use,
In a short period of time, the toilet tank becomes full and the water storage tank becomes empty. Therefore, it is necessary to recollect the waste water from the toilet tank and supply the water in the water storage tank again and again, which is troublesome. In winter, there is a problem that expensive antifreeze must be used to prevent the freezing of water in the water storage tank.

本発明は従来の水洗式仮設便所の前記のごとき問題に
鑑みてなされたもので,便器の下方に便槽に代えて,水
と粒子担体と空気とからなる三槽流動層を生じさせるよ
うにした汚水処理装置を設け且つ汚水処理後の水を便器
洗浄用に使用することにより,上記の問題を解決した水
洗便所及びその水洗便所に使用するに好適な三槽流動層
式の汚水処理装置を提供することを目的とする。
The present invention has been made in view of the above-mentioned problems of conventional flush-type temporary toilets, and instead of the toilet bowl, a three-fluid bed consisting of water, particle carrier and air is generated below the toilet bowl. A three-tank fluidized bed type sewage treatment apparatus suitable for use in a flush toilet and the flush toilet, in which the above problem is solved by providing the sewage treatment apparatus described above and using the water after the sewage treatment for toilet cleaning The purpose is to provide.

〔課題を解決するための手段〕[Means for solving the problem]

すなわち,本願第一の発明は,便器と,その便器の下
方に配置された汚水処理装置とを有し,該汚水処理装置
が,タンクと,該タンク内に収容された粒子担体と,該
タンク内に空気を吹き込み,水と粒子担体と空気との三
相流動層を形成するブロア及び散気管とを有し,更に,
前記便器を洗浄するために,前記タンク内の処理水を前
記便器に供給するポンプ及び送水管を有することを特徴
とする水洗便所を要旨とする。
That is, the first invention of the present application has a toilet bowl and a wastewater treatment device arranged below the toilet bowl, and the wastewater treatment device comprises a tank, a particle carrier housed in the tank, and the tank. It has a blower and an air diffusing tube for blowing air into it to form a three-phase fluidized bed of water, a particle carrier and air.
In order to clean the toilet bowl, the gist is a flush toilet having a pump and a water supply pipe for supplying the treated water in the tank to the toilet bowl.

また,本願第二の発明は,タンクと,該タンク内を渦
巻き形の流路に区画する汚水案内板と,前記タンク内に
収容された粒子担体と,前記タンクに空気を吹き込み,
水と粒子担体と空気との三相流動層を形成し且つタンク
内に渦巻き形の流れを生じさせるブロア及び散気管とを
有し,前記汚水案内板で区画された渦巻き形の流路の開
始区画に処理すべき汚物を供給し,前記流路の末端区画
から処理水を排出するように構成したことを特徴とする
汚水処理装置を要旨とする。
Further, the second invention of the present application, a tank, a wastewater guide plate for partitioning the inside of the tank into a spiral flow path, a particle carrier accommodated in the tank, and blowing air into the tank,
Start of a spiral flow passage having a blower and an air diffuser which form a three-phase fluidized bed of water, particle carrier and air and generate a spiral flow in the tank, and which is partitioned by the waste water guide plate. The gist of a wastewater treatment apparatus is characterized in that the wastewater to be treated is supplied to the compartment and the treated water is discharged from the terminal compartment of the flow path.

〔作用〕[Action]

上記構成になる本発明の水洗便所では,便器からの大
便,小便等の汚物が直接その下の汚水処理装置のタンク
内に導入される。そのタンク内では散気管がブロアから
の空気を水中に吹き込むことによってタンク内に水と空
気と粒子担体の三相流動層を形成しており,汚物を水と
空気と粒子担体との混合撹拌により,微細に破砕すると
ともに,好気性処理し,かつ粒子担体に微生物を吸着固
定化することによって処理し,そのままタンク内に溜め
る。タンク内には汚物が溜められるが,前記したように
処理済であるので,悪臭が生じることがなく衛生的であ
る。ポンプ及び送水管はタンク内の処理後の水を便器の
洗浄水として便器に供給し,常時便器を洗浄する。この
ため,外部からの洗浄水を必要とせず,長期間に渡って
汲み取りや水供給を行うことなく,使用できる。なお,
ポンプとしては,前記ブロアからの空気を利用したエア
リフトポンプを用いることが,別個の動力源を必要とせ
ず,また,送水する水中に粒子担体が分散していても,
その粒子担体を砕くことが少ないので好ましい。
In the flush toilet of the present invention having the above-mentioned configuration, waste such as stool and urine from the toilet bowl is directly introduced into the tank of the sewage treatment apparatus thereunder. In the tank, the air diffuser blows air from the blower into the water to form a three-phase fluidized bed of water, air, and particle carrier in the tank. , The material is finely crushed, aerobicly treated, and treated by adsorbing and immobilizing microorganisms on the particle carrier, which is then stored in the tank as it is. Although filth is stored in the tank, it is hygienic because no odor is generated because it has been treated as described above. The pump and water pipe supply the treated water in the tank to the toilet bowl as wash water to wash the toilet bowl at all times. Therefore, it does not require external washing water and can be used for a long period of time without pumping or supplying water. In addition,
As the pump, the use of an air lift pump that uses the air from the blower does not require a separate power source, and even if the particle carrier is dispersed in the water to be sent,
It is preferable because the particle carrier is less likely to be crushed.

また,本発明の汚水処理装置では,汚水案内板で区画
された渦巻き形の流路の開始区画に投入された汚物を,
散気管によって供給される空気によって形成した水と空
気と粒子担体との三相流動層によって処理しながら,タ
ンク内を渦巻き形に流し,渦巻き形の流路末端にまで移
動させている。これによって,タンク内に滞留部分を生
じさせたり,未処理の汚水がバイパスして直接流路の末
端区画に流入することがなく,小容積のタンクであって
も,長い流路を形成し,汚水処理に必要な滞留時間を得
ることができる。この汚水処理装置は,渦巻き形の流路
の開始区画上方に便器を配置し,その流路の末端区画か
ら水を汲み上げて前記便器の洗浄水として使用するよう
に構成することにより,水洗便所を構成することができ
る。なお,本発明の汚水処理装置は,このような水洗便
所以外にも使用可能である。
Further, in the sewage treatment apparatus of the present invention, the sewage thrown into the start section of the spiral flow passage sectioned by the sewage guide plate,
While being treated by a three-phase fluidized bed of water, air and particle carriers formed by air supplied by an air diffuser, the tank is made to flow in a spiral shape and is moved to the end of the spiral flow path. As a result, a long flow path is formed even in a small-volume tank without causing a stagnant portion in the tank or bypassing untreated wastewater to directly flow into the end section of the flow path. The residence time required for wastewater treatment can be obtained. In this wastewater treatment device, a toilet bowl is arranged above the start section of the spiral flow path, and water is drawn from the terminal section of the flow path to be used as wash water for the toilet bowl. Can be configured. The sewage treatment apparatus of the present invention can be used for other than such a flush toilet.

〔実施例〕〔Example〕

以下,図面を参照しながら本発明の一実施例を詳細に
説明する。
An embodiment of the present invention will be described in detail below with reference to the drawings.

第1図は本発明を仮設水洗便所に適用した実施例を,
前面壁及びそれに取付けられている扉を除去して示す正
面図,第2図はその要部の概略斜視図である。全体を参
照符号1で示す仮設水洗便所は,便所上屋ハウス2と,
その下部の床3と,床3に取付けられた便器4と,その
下部の汚水処理装置5とからなり,全体を一体構造とし
所望の場所に運搬可能となっている。便所上屋ハウス2
は,扉を備えた前壁(図示せず)と,後壁2Aと,左右壁
2B,2Cと,天板2D等を有しており,これらは一体成形さ
れたFRP製あるいは金属製とすることができ,特にFRP製
が好ましい。各壁には換気窓2Eが設けられている。床3
は,高い位置にある足載部3Aとその手前に一段低くなっ
た踏足部3Bとを有しており,足載部3Aに和風両用大便器
4が取付けられている。この床3もFRPの一体成形で作
ることが好ましい。なお,便器4は図示の和風両用のも
のに限らず他の形式のものでもよく,また,その便器の
形状に応じて床3の形状を変えてもよい。更に,路面か
ら踏足部3Bまでの高さが高い場合には,必要に応じて踏
足部3Bの前に階段用踏台を設置してもよい。
FIG. 1 shows an embodiment in which the present invention is applied to a temporary flush toilet,
FIG. 2 is a front perspective view showing the front wall and a door attached to the front wall, and FIG. The temporary flush toilet, which is generally designated by reference numeral 1, is a toilet shed house 2,
It is composed of a floor 3 at the lower part thereof, a toilet 4 attached to the floor 3, and a sewage treatment device 5 at the lower part thereof, and the whole has an integrated structure and can be transported to a desired place. Toilet warehouse house 2
Is a front wall (not shown) with a door, a rear wall 2A, and left and right walls
It has 2B, 2C and a top plate 2D, which can be made of FRP or metal integrally formed, and FRP is particularly preferable. A ventilation window 2E is provided on each wall. Floor 3
Has a foot rest portion 3A at a high position and a stepped foot portion 3B lowered in front of the foot rest portion 3A, and a Japanese-style dual-purpose toilet bowl 4 is attached to the foot rest portion 3A. This floor 3 is also preferably made of FRP integrally. The toilet 4 is not limited to the Japanese style shown in the figure, but may be of another type, and the shape of the floor 3 may be changed according to the shape of the toilet. Further, when the height from the road surface to the foot portion 3B is high, a stair step stool may be installed in front of the foot portion 3B, if necessary.

汚水処理装置5は第3図〜第5図に示すように,床の
足載部3A及び踏足部3Bで上面を閉じたタンク7を備えて
いる。このタンク7内には,タンク内を渦巻き形の流路
に区画する渦巻き形の汚水案内板8がタンク7の天井面
から底面にまで立設されており,その渦巻き状の流路の
開始区画(タンク7のほぼ中央部)の上に便器4が位置
しており,その流路の末端区画(タンク7の1隅)が水
汲み上げ区画9となっている。この水汲み上げ区間9へ
の水流入側には,多孔板10が設けられ,汚水中の大きい
固形物の流入を阻止している。このタンク7,汚水案内板
8もFRP製とすることが好ましく,タンクをFRPの一体成
形で作り,その後そのタンクにFRP製の汚水案内板を取
付けることにより製造できる。
As shown in FIGS. 3 to 5, the sewage treatment apparatus 5 is provided with a tank 7 whose upper surface is closed by a foot rest 3A and a foot 3B on the floor. In this tank 7, a spiral wastewater guide plate 8 that divides the inside of the tank into a spiral flow path is erected from the ceiling surface to the bottom surface of the tank 7, and the start partition of the spiral flow path is defined. The toilet bowl 4 is located above (substantially the center of the tank 7), and the end section (one corner of the tank 7) of the flow path is the water pumping section 9. A perforated plate 10 is provided on the water inflow side to the water pumping section 9 to prevent the inflow of large solid matter into the wastewater. It is preferable that the tank 7 and the sewage guide plate 8 are also made of FRP, and the tank can be manufactured by integrally molding the FRP, and then the FRP sewage guide plate can be attached to the tank.

水汲み上げ区間9には,底面近くに吸い込み口を備え
たエアリフトポンプ12が設けられており,このエアリフ
トポンプ12は送水管13を介して便器4に接続され便器に
洗浄水を供給するようになっている。便所上屋ハウス2
の後壁2Aの後方に突出しているタンク7の上面には,ブ
ロア14が設けられ,配管15を介してエアリフトポンプ12
に接続されている。更に,タンク7内には,散気孔(空
気出口)17a,17b,17cを備えた散気管18a,18b,18cが設け
られており,この散気管18a,18b,18cも配管15を介して
ブロア14に接続されている。散気孔17a,17b,17cは,タ
ンク7の底面近傍に空気を吹き込み,水と粒子担体19
(詳細は後述する)と空気との混合物が流動する三相流
動層を形成し,且つその混合物を矢印で示すようにタン
ク内を上下に循環させ且つ便器4の下の位置から水汲み
上げ区画9に向って渦巻き形に流動させるように配置さ
れている。
The water pumping section 9 is provided with an air lift pump 12 having a suction port near the bottom surface. The air lift pump 12 is connected to the toilet 4 via a water pipe 13 to supply flush water to the toilet. ing. Toilet warehouse house 2
A blower 14 is provided on the upper surface of the tank 7 projecting to the rear of the rear wall 2A, and an air lift pump 12 is provided via a pipe 15.
It is connected to the. Further, in the tank 7, air diffusers 18a, 18b, 18c having air diffusers (air outlets) 17a, 17b, 17c are provided, and the air diffusers 18a, 18b, 18c are also blower via the pipe 15. Connected to 14. The air diffusers 17a, 17b, 17c blow air into the vicinity of the bottom surface of the tank 7 so that water and the particle carrier 19
A three-phase fluidized bed is formed in which a mixture of air and air (details will be described later) flows, and the mixture is circulated vertically in the tank as indicated by the arrow and a water pumping section 9 is provided from a position below the toilet bowl 4. It is arranged so as to flow in a spiral shape toward.

次に,上記構成の水洗便所の使用方法を説明する。 Next, a method of using the flush toilet having the above structure will be described.

ブロア14の運転に先立って便器4の後部開口部下端が
浸漬するよう,必要最少限の水をタンク7内に張ってお
く。そして,この水の中へ木材系の活性炭状物の大きさ
が0.1〜5mm,好ましくは0.3〜0.6mmの微粉からなる粒子
担体19を分散させておく。
Prior to the operation of the blower 14, the required minimum amount of water is filled in the tank 7 so that the lower end of the rear opening of the toilet 4 is immersed. Then, a particle carrier 19 made of fine powder having a size of a wood-based activated carbon material of 0.1 to 5 mm, preferably 0.3 to 0.6 mm is dispersed in this water.

使用時にはブロア14が運転されており,ブロア14から
の空気がエアリフトポンプ12に供給され,エアリフトポ
ンプ12は水汲み上げ区画9からタンク内の水を洗浄水と
して送水管13を介して便器4に供給し常時便器を洗浄し
ている。なお,この水の中には,粒子担体19が混入して
いるが,何等支障はない。更に,ブロア14からの空気
は,散気孔17a,17b,17cを介してタンク7内の水中に吹
き込まれ,水と空気と粒子担体とを均一な膨脹状態に保
ち,三相流動層を形成している。便器4に大,小便が排
泄されると,その汚物は,便器4の後部開口より下方の
タンク7の中央部へ直接流入する。この際,便器4には
送水管13から常時洗浄水が供給されているので,自動的
に汚物,便紙のすべてがタンク7内に導入され,洗浄操
作の必要がなく,また,絶えず流水音がしているので,
消音効果がある。このため,用便時の音が外部の人間に
聞かれる恐れがなくて,特に女性の使用に適している。
At the time of use, the blower 14 is in operation, the air from the blower 14 is supplied to the air lift pump 12, and the air lift pump 12 supplies the water in the tank from the water pumping section 9 to the toilet bowl 4 through the water pipe 13 as washing water. Always wash the toilet bowl. Although the particle carrier 19 is mixed in this water, there is no problem. Further, the air from the blower 14 is blown into the water in the tank 7 through the air diffusion holes 17a, 17b, 17c to keep the water, the air and the particle carrier in a uniform expanded state to form a three-phase fluidized bed. ing. When large and small urine is excreted in the toilet bowl 4, the filth directly flows into the central portion of the tank 7 below the rear opening of the toilet bowl 4. At this time, since the flush water is constantly supplied to the toilet bowl 4 from the water supply pipe 13, all the dirt and toilet paper are automatically introduced into the tank 7 so that the flush operation is not necessary and the flushing noise is constantly generated. Because I am
Has a sound deadening effect. Therefore, there is no fear that the sound of the stool will be heard by an external person, and it is particularly suitable for use by women.

タンク7内の中央部に導入された汚物は,散気孔17a,
17b,17cから吐出される空気によってタンク内に形成さ
れる三相流動層によって処理されながら,汚水案内板8
によって形成された流路を矢印で示すように渦巻き形に
流れ,水汲み上げ区画9に自然流入し,静止状態の処理
水になる。すなわち,汚物は水と空気と粒子担体との混
合撹拌により,微細に破砕されるとともに,好気性処理
され,かつ,活性炭状物粒子担当19に微生物を吸着固定
化することによって処理される。ここで,三相流動層を
利用することにより,小さな容量であるにもかかわら
ず,高濃度汚水の大量処理が行われ,生物膜比表面積が
大きくなるので処理速度も大きくなり,短時間で十分な
汚水処理が行われる。まだ,余剰汚泥の発生量が少な
く,温度の影響が少ない。更に,汚水が処理されながら
タンク7内を渦巻き形に流れるため,タンク内に滞留部
分が生じることがなく,タンク内を有効に利用すること
ができ,タンク容積が小さくても,確実な汚水処理を行
うことができ,また,未処理の汚水が直接水汲み上げ区
画9に流入することがない。
The filth introduced into the central portion of the tank 7 is
While being treated by the three-phase fluidized bed formed in the tank by the air discharged from 17b and 17c, the waste water guide plate 8
As shown by the arrow, the flow path formed by the above flows spirally and naturally flows into the water pumping section 9 to become the treated water in a stationary state. That is, the filth is finely crushed by agitation of water, air, and a particle carrier, aerobically treated, and treated by adsorbing and immobilizing microorganisms on the activated carbon-like particles 19. By using a three-phase fluidized bed, a large amount of highly concentrated sewage can be treated even though it has a small capacity, and the specific surface area of the biofilm increases, so the processing speed also increases and a short time is sufficient. Sewage treatment is performed. Still, the amount of excess sludge generated is small and the influence of temperature is small. Further, since the sewage flows spirally in the tank 7 while being treated, there is no stagnation in the tank and the inside of the tank can be effectively used. Even if the tank volume is small, reliable sewage treatment is possible. Moreover, untreated wastewater does not flow directly into the water pumping section 9.

水汲み上げ区画9に流入した処理水及びそれに含まれ
る粒子担体19はエアリフトポンプ12で汲み上げられ,洗
浄水として便器4に供給される。ここで使用される洗浄
水は前記したように十分処理されているので,悪臭はな
く,衛生的である。また,水汲み上げ区画9には多孔板
10を設けているので,大きい固形物がポンプを閉塞させ
ることがない。なお,汚水処理に使用する粒子担体は通
常黒色であるので,便器内面を黒色系に着色しておけ
ば,黒色の粒子担体を分散している洗浄水が便器を流れ
ても目立つことがなく,好適である。
The treated water that has flowed into the water pumping section 9 and the particle carrier 19 contained therein are pumped up by the air lift pump 12 and supplied to the toilet bowl 4 as wash water. Since the washing water used here is sufficiently treated as described above, it has no bad odor and is sanitary. In addition, the water pumping section 9 has a perforated plate.
Because 10 is provided, large solids do not block the pump. Since the particle carrier used for sewage treatment is usually black, if the inner surface of the toilet bowl is colored black, the wash water in which the black particle carrier is dispersed will not stand out even when flowing through the toilet bowl. It is suitable.

タンク7内に落下した大便,小便等の汚物は,上述の
ように処理され,タンク内に溜められる。この際,タン
ク7内に落下した汚物は直ちに処理されるので,臭気等
は無く,長期間使用しても衛生的である。また,水洗便
所の使用につれてタンク7内に大便,小便等が洗浄水と
共に送り込まれるが,便器洗浄用の水として,従来のよ
うに新しい水を使用するものではなく,処理水を循環使
用しているので,タンク7に対して送り込まれる水量は
わずかであり,一方,タンク7内の水は常時蒸発してい
るので,結局タンク7内の水量はほとんど一定である。
例えば,10人/日の使用頻度でタンク7内の水量はほと
んど変動せず,従って,汲み取りや水補給をすることな
く,粒子担体が劣化するまで長期に渡って(例えば,半
年位)連続使用することができる。なお,使用頻度の高
い場合には,タンク7内の液面レベルが高くなる場合が
あり,その場合には,水汲み上げ区画9から内部の処理
済の水を排出し処理すればよい。また,使用頻度の低い
場合には,タンク7内の液面レベルが低下するので,時
析,水を補給すればよい。
Dirt such as stool and urine that has fallen into the tank 7 is treated as described above and stored in the tank. At this time, since the filth that has fallen into the tank 7 is immediately processed, there is no odor and the like, and it is hygienic even if it is used for a long time. Further, as the flush toilet is used, stool, urine, etc. are sent into the tank 7 together with the wash water. However, as the water for flushing the toilet, new water is not used as in the past, but treated water is circulated and used. Therefore, the amount of water sent to the tank 7 is small, while the amount of water in the tank 7 is constantly evaporating, so that the amount of water in the tank 7 is almost constant.
For example, the amount of water in the tank 7 hardly changes at the frequency of use of 10 people / day, and therefore, continuous use for a long period (for example, about half a year) until the particle carrier deteriorates without pumping or replenishing water. can do. In addition, when the usage frequency is high, the liquid level in the tank 7 may be high, and in that case, the treated water inside the water pumping section 9 may be discharged and treated. Further, when the frequency of use is low, the liquid level in the tank 7 decreases, so it is sufficient to replenish water with time analysis.

なお,上記実施例では,便器4が汚水処理装置5のタ
ンク7のほぼ中央に汚物を落下させる構成としている
が,本発明の水洗便所は必ずしもこの構成に限らず,便
器から汚物タンク1の端部近傍に落下させる構成として
もよいし,また,汚物の落下位置から水汲み上げ位置へ
汚水を案内する案内板も渦巻き形に限らず,他の形状と
してもよい。ただし,図示実施例のように,渦巻き形の
汚水案内板を用いると,汚水の落下位置をタンクのほぼ
中央とすることができ,中央に便器4を備えた床の下全
体を汚水処理用のタンクとして有効に使用することがで
き,好ましい。更に,上記実施例は仮設の水洗便所を示
したが,本発明の水洗便所は仮設便所に限らず,建物或
いは車両等に恒久的に設ける便所として使用してもよ
い。
In the above embodiment, the toilet 4 is configured to drop the waste almost in the center of the tank 7 of the wastewater treatment device 5. However, the flush toilet of the present invention is not limited to this configuration, and the toilet can be connected to the end of the waste tank 1. The guide plate for guiding the sewage from the filth drop position to the water pumping position is not limited to the spiral shape and may have another shape. However, as in the illustrated embodiment, by using a spiral sewage guide plate, the drop position of the sewage can be set to approximately the center of the tank, and the entire floor below the floor with the toilet bowl 4 in the center is used for sewage treatment. It is preferable because it can be effectively used as a tank. Further, although the above embodiment shows a temporary flush toilet, the flush toilet of the present invention is not limited to the temporary flush toilet, and may be used as a toilet which is permanently installed in a building or a vehicle.

〔発明の効果〕〔The invention's effect〕

以上に説明したように,本発明の水洗便所は,便器の
下に三相流動層を利用した汚水処理装置を設け且つ処理
済の水を便器洗浄水として循環させる構成としたので,
便器洗浄のための新たな水を使用する必要がなく,従来
の水洗式仮設便所に使用したような貯水タンクが不要と
なるばかりでなく,冬期の凍結の心配もない。また,汚
物を汚水処理装置のタンク内に溜める構成ではあるが,
便器洗浄に新たな水を使用しないので,タンク内への導
入水分量が少なく,長期間に渡って汲み取りを行うこと
なく使用することができる。更に,汚物を直ちに処理す
るので衛生的であり,且つその汚物処理に三相流動層法
を利用したので,小さな容量であるにもかかわらず,高
濃度汚水の大量の処理を行うことができ,生物膜比表面
積が大きくなるので処理速度も大きく,短時間で十分な
汚水処理を行い,また,余剰汚泥の発生量が少なく,温
度の影響が少ない。しかも,便器と汚水処理装置とをコ
ンパクトに組み合わせることができるので,水洗便所全
体を小型化できる等の効果を有している。
As described above, the flush toilet of the present invention is provided with the sewage treatment device using the three-phase fluidized bed under the toilet and configured to circulate the treated water as toilet flush water.
There is no need to use new water for flushing the toilet, not only does the water storage tank used in conventional flush-type temporary toilets become unnecessary, but there is no concern about freezing in winter. Also, although it is a configuration that collects waste in the tank of the wastewater treatment device,
Since no new water is used for cleaning the toilet bowl, the amount of water introduced into the tank is small and it can be used for a long period of time without pumping. Furthermore, since the waste is treated immediately, it is sanitary, and since the three-phase fluidized bed method is used for the treatment of the waste, it is possible to perform a large amount of treatment of highly concentrated wastewater despite its small volume. Since the specific surface area of the biofilm is large, the treatment speed is high, sufficient sewage treatment is performed in a short time, the amount of excess sludge generated is small, and the effect of temperature is small. Moreover, since the toilet and the waste water treatment device can be combined in a compact manner, there is an effect that the entire flush toilet can be downsized.

かくして,本発明を,実施例に示すように仮設便所に
適用すると,従来の簡易な汲み取り式の仮設便所と同様
に一体構造の便所とすることができ,運搬,設置が容易
な上に,従来のものに比べて衛生的であり,且つ長時間
使用できるという効果が得られる。
Thus, when the present invention is applied to a temporary toilet as shown in the embodiments, the toilet can be constructed as an integrated structure like the conventional simple toilets of the pumping-up type, which is easy to transport and install, and is conventional. It is more hygienic than that of the above products and can be used for a long time.

本発明の汚水処理装置は,タンク内を渦巻き形の流路
に区画する汚水案内板を設け,且つ該タンクに,水と粒
子担体と空気との三相流動層を形成し且つタンク内に渦
巻き形の流れを生じさせるよう空気を吹き込むブロア及
び散気管とを設けているので,前記汚水案内板で区画さ
れた渦巻き形の流路の開始区画に投入した汚物を,三相
流動層によって処理しながら,タンク内を渦巻き形に流
すことができ,タンク内に滞留部分を生じさせることが
なく,タンク内を有効に利用することができ,タンク面
積が小さくても,確実な汚水処理を行うことができ,ま
た,未処理の汚水がバイパスして直接流路の末端区画に
流入することがないという効果を有している。
The sewage treatment apparatus of the present invention is provided with a sewage guide plate that divides the inside of the tank into a spiral flow path, forms a three-phase fluidized bed of water, particle carrier, and air in the tank and swirls inside the tank. Since a blower and an air diffuser for blowing air so as to generate a flow of shape are provided, the sewage thrown into the start section of the spiral flow passage divided by the sewage guide plate is treated by the three-phase fluidized bed. However, the tank can be swirled in a swirl shape, there is no stagnant portion in the tank, and the inside of the tank can be effectively used. Even if the tank area is small, reliable wastewater treatment can be performed. It also has the effect that untreated wastewater does not bypass and flow directly into the end section of the flow path.

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

第1図は本発明の実施例である仮設水洗便所を,前面壁
及びそれに取付けられている扉を除去して示す正面図,
第2図はその要部の概略斜視図,第3図はその水洗便所
の汚水処理装置の概略水平断面図,第4図はその垂直断
面図,第5図は第3図のV−V矢視断面図である。 1……仮設水洗便所,2……便所上屋ハウス,3……床,4…
…便器,5……汚水処理装置,7……タンク,8……汚水案内
板,9……水汲み上げ区画,10……多孔板,12……エアリフ
トポンプ,13……送水管,14……ブロア,15……配管,17a,
17b,17c……散気孔,18a,18b,18c……散気管,19……粒子
担体。
FIG. 1 is a front view showing a temporary flush toilet, which is an embodiment of the present invention, with a front wall and a door attached thereto removed.
2 is a schematic perspective view of the main part, FIG. 3 is a schematic horizontal sectional view of the sewage treatment apparatus of the flush toilet, FIG. 4 is a vertical sectional view thereof, and FIG. 5 is a VV arrow of FIG. FIG. 1 …… Temporary flush toilet, 2 …… Toilet shed house, 3 …… Floor, 4…
… Toilet bowl, 5 …… Sewage treatment device, 7 …… Tank, 8 …… Sewage guide plate, 9 …… Water pumping compartment, 10 …… Perforated plate, 12 …… Air lift pump, 13 …… Water pipe, 14 …… Blower, 15 …… Piping, 17a,
17b, 17c ... Air diffuser, 18a, 18b, 18c ... Air diffuser, 19 ... Particle carrier.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 関口 武士 山梨県東八代郡石和町窪中島7―7 (56)参考文献 特開 昭54−142849(JP,A) 実開 昭59−38582(JP,U) 実開 昭59−127794(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takeshi Sekiguchi 7-7 Kukunakajima, Isawa-cho, Higashiyatsushiro-gun, Yamanashi Prefecture (56) References JP 54-142849 (JP, A) Actual 59-38582 (JP) , U) Actual development Sho 59-127794 (JP, U)

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】便器と,その便器の下方に配置された汚水
処理装置とを有し,該汚水処理装置が,タンクと,該タ
ンク内に収容された粒子担体と,該タンク内に空気を吹
き込み,水と粒子担体と空気との三相流動層を形成する
ブロア及び散気管とを有し,更に,前記便器を洗浄する
ために,前記タンク内の処理水を前記便器に供給するポ
ンプ及び送水管を有することを特徴とする水洗便所。
1. A toilet bowl, and a sewage treatment apparatus disposed below the toilet bowl, the sewage treatment apparatus including a tank, a particle carrier contained in the tank, and air in the tank. A blower for forming a three-phase fluidized bed of water, a particle carrier and air, and an air diffuser, and a pump for supplying the treated water in the tank to the toilet bowl for cleaning the toilet bowl; A flush toilet having a water pipe.
【請求項2】タンクと,該タンク内を渦巻き形の流路に
区画する汚水案内板と,前記タンク内に収容された粒子
担体と,前記タンクに空気を吹き込み,水と粒子担体と
空気との三相流動層を形成し且つタンク内に渦巻き形の
流れを生じさせるブロア及び散気管とを有し,前記汚水
案内板で区画された渦巻き形の流路の開始区画に処理す
べき汚物を供給し,前記流路の末端区画から処理水を排
出するように構成したことを特徴とする汚水処理装置。
2. A tank, a sewage guide plate for partitioning the inside of the tank into a spiral flow path, a particle carrier contained in the tank, and air blown into the tank for water, particle carrier and air. Which has a three-phase fluidized bed and which has a blower and an air diffuser for producing a swirl-shaped flow in the tank, and the waste to be treated is placed in the start section of the spiral-shaped flow passage defined by the wastewater guide plate. A sewage treatment apparatus configured to supply and discharge treated water from an end section of the flow path.
JP21113488A 1988-08-25 1988-08-25 Flush toilet and sewage treatment equipment Expired - Fee Related JP2544711B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21113488A JP2544711B2 (en) 1988-08-25 1988-08-25 Flush toilet and sewage treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21113488A JP2544711B2 (en) 1988-08-25 1988-08-25 Flush toilet and sewage treatment equipment

Publications (2)

Publication Number Publication Date
JPH0261233A JPH0261233A (en) 1990-03-01
JP2544711B2 true JP2544711B2 (en) 1996-10-16

Family

ID=16600951

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21113488A Expired - Fee Related JP2544711B2 (en) 1988-08-25 1988-08-25 Flush toilet and sewage treatment equipment

Country Status (1)

Country Link
JP (1) JP2544711B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0672697U (en) * 1993-04-01 1994-10-11 好一 山崎 Circulating contact back toilet
JPH079494U (en) * 1993-07-23 1995-02-10 三協フロンテア株式会社 Circulation-type purification toilet tank using bacteria
JP5383323B2 (en) * 2009-05-29 2014-01-08 高砂香料工業株式会社 Liquid deodorant for tank toilet

Also Published As

Publication number Publication date
JPH0261233A (en) 1990-03-01

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