JP2588714B2 - Wastewater purification equipment - Google Patents

Wastewater purification equipment

Info

Publication number
JP2588714B2
JP2588714B2 JP10982587A JP10982587A JP2588714B2 JP 2588714 B2 JP2588714 B2 JP 2588714B2 JP 10982587 A JP10982587 A JP 10982587A JP 10982587 A JP10982587 A JP 10982587A JP 2588714 B2 JP2588714 B2 JP 2588714B2
Authority
JP
Japan
Prior art keywords
channel
wastewater
drainage
water
fiberboard
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
JP10982587A
Other languages
Japanese (ja)
Other versions
JPS63274493A (en
Inventor
啓藏 関根
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10982587A priority Critical patent/JP2588714B2/en
Publication of JPS63274493A publication Critical patent/JPS63274493A/en
Application granted granted Critical
Publication of JP2588714B2 publication Critical patent/JP2588714B2/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

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  • Sewage (AREA)
  • Biological Treatment Of Waste Water (AREA)

Description

【発明の詳細な説明】 (1)産業上の利用分野 本発明は家庭からの雑排水を処理して河川に放流する
ことを可能にした簡便な浄化装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (1) Field of Industrial Application The present invention relates to a simple purification device capable of treating gray water from home and discharging it to rivers.

(2)従来の技術 従来家庭からの雑排水を河川に放流するためには、該
雑排水を受槽に滞留してからその一定量をばっ気槽に流
し、該ばっ気槽において主として有機物質の分解を行っ
てから沈殿槽において汚泥を沈殿させると共に上部の処
理水を河川に放流するようにしていることが一般に行わ
れている。
(2) Prior art In order to discharge miscellaneous wastewater from a conventional household into a river, the miscellaneous wastewater is accumulated in a receiving tank, and then a certain amount thereof is allowed to flow into an aeration tank. It is common practice to decompose and then settle the sludge in a settling tank and discharge the upper treated water to a river.

(3)発明が解決しようとする問題点 この従来の家庭からの雑排水の処理手段によれば、受
槽、ばっ気槽及び沈殿槽の種々の槽を施工する必要があ
り、そのため施工費がかなりかかると共に大きなスペー
スをとる欠点がある。本発明はこれらの欠点を解消し、
施工が簡単で施工費が少額ですみ且つスペースをとなら
い排水浄化装置を提供することを目的する。
(3) Problems to be Solved by the Invention According to the conventional means for treating gray water from homes, it is necessary to construct various tanks such as a receiving tank, an aeration tank, and a sedimentation tank, so that the construction cost is considerable. There is such a disadvantage that it takes up a large space. The present invention overcomes these disadvantages,
It is an object of the present invention to provide a drainage purification device which is easy to construct, requires a small construction cost, and takes up space.

(4)問題点を解決するための手段 この目的を達成すべく本発明は、排水路をその中間部
において二股に分岐して第1分水路と第2分水路に形成
し、これら各分水路内に、複数の繊維板を連結手段によ
り所定間隔毎に並列させて連絡して隣り合う繊維板面間
の間隙を排水の通路に形成した排水浄化装置本体を設
け、前記分水路の分岐部に切換バルブを介在させたこと
を特徴とする。
(4) Means for Solving the Problems In order to achieve this object, the present invention provides a drainage channel that is bifurcated at its intermediate portion to form a first waterway and a second waterway, and each of these waterways. Within, a plurality of fiberboards are connected in parallel at predetermined intervals by connecting means, and a drainage purification device main body in which a gap between adjacent fiberboard surfaces is formed in a drainage passage is provided, and a branch portion of the diversion channel is provided. A switching valve is interposed.

(5)作用 一方の分水路において排水浄化装置本体の繊維板に雑
排水の接触により好気性微生物が付着して雑排水中の有
機物質を分解しながら繁殖させて雑排水を浄化し、他方
の分水路において切換バルブの操作により雑排水の流入
を停止して浄化装置本体の繊維板において活性汚泥の微
生物の共喰いを行わせて付着した活性汚泥量を減少さ
せ、これらの作用を前記切換バルブの切換により第1分
水路及び第2分水路において交互に実施する。
(5) Action In one of the diversion channels, the aerobic microorganisms adhere to the fiberboard of the wastewater purifier body due to the contact of the wastewater, and the organic matter in the wastewater is decomposed and propagated while decomposing to thereby purify the wastewater. By operating the switching valve in the diversion channel, the inflow of the miscellaneous wastewater is stopped, and the microorganisms of the activated sludge are co-eating on the fiberboard of the purification device main body to reduce the amount of the attached activated sludge. Is performed alternately in the first diversion channel and the second diversion channel.

(6)実 施 例 本発明の実施例を図面に従って説明する。(6) Embodiment An embodiment of the present invention will be described with reference to the drawings.

(1)は排水浄化装置本体を示し、該排水浄化装置本
体(1)は左右の外側支持板(2)(2)と複数の繊維
板(3)…(3)とこれらを互に連絡する連結手段
(4)…(4)とからなり、該各繊維板(3)は塩化ビ
ニリデン等のプラスチック繊維でその径が0.3mm〜1.0mm
のものを捲縮してかさ高に配向しその交点及びその周辺
をゴム系又は合成樹脂等の結合剤で強固に固着した硬い
マット状のものにより形成し、このようにして得られた
該繊維板(3)はかさ比重0.04〜0.08g/cm3、繊維表面
積160〜300m2/m3、空間率90%以上の特性と必要且つ充
分な硬さと強度を有する。
(1) shows a main body of the waste water purifier, and the main body (1) of the waste water purifier communicates the left and right outer support plates (2) and (2) with a plurality of fiber boards (3). Connecting means (4)... (4), wherein each fiberboard (3) is made of plastic fiber such as vinylidene chloride and has a diameter of 0.3 mm to 1.0 mm.
The fiber obtained by crimping this material is formed into a hard mat shape in which the intersection and its periphery are firmly fixed with a binder such as a rubber or a synthetic resin, and the intersection thereof and its periphery are firmly fixed. The plate (3) has characteristics of a bulk specific gravity of 0.04 to 0.08 g / cm 3 , a fiber surface area of 160 to 300 m 2 / m 3 , a porosity of 90% or more, and necessary and sufficient hardness and strength.

そしてこれら各繊維板(3)は方形の板状に形成さ
れ、その隅部において前記凍結手段(4)…(4)によ
り連結されている。
Each of these fiberboards (3) is formed in a rectangular plate shape, and the corners thereof are connected by the freezing means (4)... (4).

即ち該連結手段(4)は第2図の如く中間部に円形板
(4a)を突設した支持管(4b)の先端部を拡縮できる支
持片(4c)に形成すると共に該支持管(4b)の後端部に
支持片(4c)を嵌止できる押持鍔(4d)を形成した該支
持管(4b)と、該支持管(4b)に嵌挿可能な挟持板(4
e)とからなり、前記各繊維板(3)の隅部の孔に支持
管(4b)を嵌挿した後該支持管(4e)に挟持板(4e)嵌
挿し、該繊維板(3)を前記円形板(4a)と挟持板(4
e)により挟持し、このように繊維板(3)を挟持した
支持管(4b)の押持鍔(4d)に他の繊維板(3)を挟持
した支持管(4b)の支持片(4c)を嵌止することを繰り
返して繊維板(3)…(3)を第1図の如く所定の間隔
を存して並列配置し、更に両側に位置する繊維板(3)
(3)の支持管(4e)…(4e)の支持片(2)及び押持
鍔(4d)に嵌着する止杆(6)…(6)を支持板(2)
(2)の隅部の孔に嵌挿し、これら止杆(6)…(6)
の先端部の螺条にナット(7)…(7)を螺着して繊維
板(3)…(3)を前記支持板(2)(2)に固定し、
前記排水浄化装置本体(1)が得られる。
That is, as shown in FIG. 2, the connecting means (4) is formed on a support piece (4c) capable of expanding and contracting a distal end of a support tube (4b) having a circular plate (4a) protruding at an intermediate portion, and the support tube (4b). ) At the rear end of the support tube (4b) formed with a holding flange (4d) into which the support piece (4c) can be fitted, and a holding plate (4) that can be inserted into the support tube (4b).
e), a supporting tube (4b) is inserted into a hole at a corner of each fiberboard (3), and then a holding plate (4e) is inserted into the supporting tube (4e), and the fiberboard (3) is inserted. With the circular plate (4a) and the holding plate (4
e), the supporting piece (4c) of the support tube (4b) holding the other fiberboard (3) on the holding flange (4d) of the support tube (4b) holding the fiberboard (3) in this way. ) Are repeated to arrange the fiberboards (3)... (3) side by side at predetermined intervals as shown in FIG. 1, and furthermore, the fiberboards (3) located on both sides.
(3) Support tube (4e)... (4e) Support piece (2) and retaining rod (6) fitted to holding flange (4d).
(2) fit into the holes at the corners, and these retaining rods (6) ... (6)
Nuts (7)... (7) are screwed onto the threads at the tip of the fiberboard to fix the fiberboards (3)... (3) to the support plates (2) and (2).
The waste water purification device main body (1) is obtained.

(8)は家庭からの雑排水の暗きょ形式の排水路を示
し、該排水路(8)の先端開口を河川に臨ませていると
共に該排水路(8)中の中間部において二股に分けて第
1分水路(8a)及び第2分水路(8b)に形成し、これら
各分水路(8a)及び(8b)内に前記排水浄化装置本体
(1)と止水せき(11)を設けると共にこれら分水路
(8a)(8b)の分岐部に切換バルブ(10)を介在させて
本発明の排水浄化装置を形成した。
(8) shows an underwater drainage channel for gray drainage from homes. The opening of the drainage channel (8) faces the river and is divided into two at the middle part of the drainage channel (8). A first diversion channel (8a) and a second diversion channel (8b) are formed, and in each of these diversion channels (8a) and (8b), the drainage purification device main body (1) and a water stop (11) are provided. The drainage purification device of the present invention was formed with a switching valve (10) interposed at the branch portion of these diversion channels (8a) (8b).

尚、(9)は前記排水路(8)の上流側に設けられて
いるスクリーンを示す。
In addition, (9) shows a screen provided on the upstream side of the drainage channel (8).

次に本発明の排水浄化装置を用いた家庭からの雑排水
の処理方法について説明する。
Next, a method of treating household wastewater using the wastewater purification device of the present invention will be described.

家庭からの雑排水は排水路(8)内を流れてスクリー
ン(9)においてごみ等が除去され、切換バルブ(10)
を経て、前記分水路(8a)又は(8b)において排水浄化
装置本体(1)により浄化され、止水せき(11)を経て
排水路(8)の下流側より河川へと排出される。
Miscellaneous wastewater from the home flows through the drainage channel (8) to remove dirt and the like at the screen (9), and the switching valve (10)
Then, the water is purified by the drainage purification device main body (1) in the diversion channel (8a) or (8b), and discharged to the river from the downstream side of the drainage channel (8) through the water stop (11).

次に該排水浄化装置本体(1)による排水浄化作用に
ついて説明する。
Next, the waste water purifying operation of the waste water purifying apparatus body (1) will be described.

今、切換バルブ(10)は、第1分水路(8a)に雑排水
を流し、第2分水路(8b)には雑排水の流入を停止して
いるものとする。
Now, it is assumed that the switching valve (10) flows the gray water into the first water channel (8a) and stops the inflow of the gray water into the second water channel (8b).

第1分水路(8a)の下流には止水せき(11)があるの
で、排水浄化装置本体(1)…(1)の個所において雑
排水は所定の深さとなって該排水浄化装置本体(1)の
各繊維板(3)の表面に所定の面積で接触しながら緩や
かに流れ、この雑排水の接触により各繊維板(3)中に
好気性微生物が付着し、雑排水中の有機物を分解しなが
ら各繊維板(3)上に繁殖していき、その結果雑排水は
浄化され、浄化した処理液は止水せき(11)をオーバー
フローして河川に流入する。
Since there is a water stop (11) downstream of the first diversion channel (8a), the wastewater has a predetermined depth at the location of the wastewater purifier main body (1). It flows slowly while contacting the surface of each fiberboard (3) of 1) with a predetermined area, and the aerobic microorganisms adhere to each fiberboard (3) due to the contact of the miscellaneous wastewater, and the organic matter in the miscellaneous wastewater is removed. Propagating on each fiberboard (3) while decomposing, the resulting wastewater is purified, and the purified treated liquid overflows the water stop (11) and flows into the river.

ここでこれら各繊維板(3)は前述の如く大きな表面
積と大きな空間率を有するので剥離脱落する生物膜がな
く増殖する一方であるので雑排水の浄化は極めて良好で
ある。
Here, since each of these fiberboards (3) has a large surface area and a large voidage as described above, it grows without a biofilm that peels and falls off, so that purification of gray water is extremely good.

この間、雑排水の流入を停止している第2分水路(8
b)では、該分水路内の排水浄化装置本体(1)の各繊
維板(3)において、活性汚泥中の微生物はエサが入っ
て来ないので共喰いを始め、微生物が多い間は共喰いの
速度が速くその後共喰いの速度が急激に低下し「種」の
生物が若干残っている状態になる。
During this time, the second diversion channel (8
In b), the microorganisms in the activated sludge do not enter the feed sludge in the respective fiberboards (3) of the main body (1) of the drainage purification device in the diversion channel, and start to eat together. Is fast, and then the speed of the co-eating drops sharply, leaving some "seed" creatures.

ここで共喰いで減少するのは微生物が酸化状態で分解
し炭素が炭酸ガスに、水素が水に、又窒素が硝酸、亜硫
酸になり、更にこれら硝酸、亜硝酸が嫌気状態で還元し
て窒素ガスとなって排気除去されるものと考えられる。
Here, the decrease by co-eating is that microorganisms are decomposed in an oxidized state and carbon is converted into carbon dioxide, hydrogen is converted into water, and nitrogen is converted into nitric acid and sulfurous acid. It is considered that the gas is exhausted and removed.

このようにして第2分水路(8b)内の排水浄化装置本
体(1)の各繊維板(3)に付着した活性汚泥量が減少
する。
In this way, the amount of activated sludge attached to each fiberboard (3) of the main body (1) of the wastewater purification device in the second water channel (8b) is reduced.

そして、前記第1分水路(8a)内の排水浄化装置本体
(1)の各繊維板(3)上に剥離しない限界の厚さの活
性汚泥が付着した頃に、前記切換バルブ(10)を操作し
て排水を流す分水路を第1分水路(8a)から第2分水路
(8b)へ切換えを行なう。
When the activated sludge having a thickness that does not peel off adheres to the respective fiberboards (3) of the main body (1) of the drainage purification device in the first water channel (8a), the switching valve (10) is turned off. The diversion channel through which drainage is operated is switched from the first diversion channel (8a) to the second diversion channel (8b).

このように分水路(8a)又は(8b)において雑排水の
浄化を行わせている間他方の分水路(8a)又は(8b)に
は切換バルブ(10)の操作により雑排水の流入を停止し
て前述した活性汚泥の共喰いを行わせ、切換バルブ(1
0)の切換によりこれらの作用を第1分水路(8a)及び
第2分水路(8b)において交互に実施させれば、断続的
な雑排水の浄化が可能となる。
In this way, while purifying the gray water in the diversion channel (8a) or (8b), the flow of the gray water is stopped in the other diversion channel (8a) or (8b) by operating the switching valve (10). Then, the activated sludge is bitten as described above, and the switching valve (1
If these operations are alternately performed in the first water channel (8a) and the second water channel (8b) by the switching of (0), intermittent drainage can be purified.

(7)発明の効果 このように本発明の排水浄化装置によれば、切換バル
ブによる操作により断続的な雑排水の浄化が行われると
共に汚泥の沈殿除去作業が不要となり、更に従来の如き
受槽やばっ気槽等の種々の槽の施工が不要で施工費が安
くなり、スペースもとらない効果を有する。
(7) Advantageous Effects of the Invention According to the wastewater purifying apparatus of the present invention, intermittent purification of wastewater is performed intermittently by operation of the switching valve, and sludge sedimentation removal work is not required. Construction of various tanks such as an aeration tank is unnecessary, construction costs are reduced, and there is an effect that space is not required.

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

第1図は本発明の排水浄化装置の1部斜視図、第2図は
その1部の拡大断面図、第3図は本発明の排水浄化装置
の断面平面図である。 (1)……排水浄化装置本体 (3)……繊維板 (4)……連結手段 (8a)、(8b)……分水路 (10)……切換バルブ
FIG. 1 is a perspective view of a part of a waste water purification apparatus of the present invention, FIG. 2 is an enlarged sectional view of one part thereof, and FIG. 3 is a sectional plan view of the waste water purification apparatus of the present invention. (1) Drainage purification device main body (3) Fiberboard (4) Connection means (8a), (8b) Divider (10) Switching valve

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】排水路をその中間部において二股に分岐し
て第1分水路と第2分水路に形成し、これら各分水路内
に、複数の繊維板を連結手段により所定間隔毎に並列さ
せて連絡して隣り合う繊維板面間の間隙を排水の通路に
形成した排水浄化装置本体を設け、前記分水路の分岐部
に切換バルブを介在させたことを特徴とする排水浄化装
置。
1. A drainage channel is bifurcated at an intermediate portion thereof to form a first waterway and a second waterway, and a plurality of fiber boards are arranged in parallel in each of these waterways at predetermined intervals by connecting means. A waste water purifying apparatus characterized in that a waste water purifying device main body is provided in which a gap between adjacent fiberboard surfaces is formed in a drain passage in communication therewith, and a switching valve is interposed at a branch portion of the water diversion channel.
JP10982587A 1987-05-07 1987-05-07 Wastewater purification equipment Expired - Fee Related JP2588714B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10982587A JP2588714B2 (en) 1987-05-07 1987-05-07 Wastewater purification equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10982587A JP2588714B2 (en) 1987-05-07 1987-05-07 Wastewater purification equipment

Publications (2)

Publication Number Publication Date
JPS63274493A JPS63274493A (en) 1988-11-11
JP2588714B2 true JP2588714B2 (en) 1997-03-12

Family

ID=14520167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10982587A Expired - Fee Related JP2588714B2 (en) 1987-05-07 1987-05-07 Wastewater purification equipment

Country Status (1)

Country Link
JP (1) JP2588714B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5845794A (en) * 1981-09-16 1983-03-17 Mitsubishi Plastics Ind Ltd Purification of waste water using waterway

Also Published As

Publication number Publication date
JPS63274493A (en) 1988-11-11

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