JPS596998A - Treatment of sludgy water in purifier tank, etc. and treatment of sludgy water by vehicle for returning filling water - Google Patents

Treatment of sludgy water in purifier tank, etc. and treatment of sludgy water by vehicle for returning filling water

Info

Publication number
JPS596998A
JPS596998A JP57116370A JP11637082A JPS596998A JP S596998 A JPS596998 A JP S596998A JP 57116370 A JP57116370 A JP 57116370A JP 11637082 A JP11637082 A JP 11637082A JP S596998 A JPS596998 A JP S596998A
Authority
JP
Japan
Prior art keywords
tank
water
sludge
sludge water
water 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.)
Granted
Application number
JP57116370A
Other languages
Japanese (ja)
Other versions
JPS625028B2 (en
Inventor
Akira Izawa
井沢 章
Tetsuo Kato
加藤 哲郎
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.)
Tokyu Car Corp
Original Assignee
Tokyu Car Corp
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 Tokyu Car Corp filed Critical Tokyu Car Corp
Priority to JP57116370A priority Critical patent/JPS596998A/en
Publication of JPS596998A publication Critical patent/JPS596998A/en
Publication of JPS625028B2 publication Critical patent/JPS625028B2/ja
Granted legal-status Critical Current

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Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Treatment Of Sludge (AREA)
  • Filtration Of Liquid (AREA)

Abstract

PURPOSE:To perform the withdrawal of sludgey water and filling of with a single vehicle, by providing said vehicle with a tank for the treatment of sludgy water, a tank for filtered water, a filter and a pressurizing-decompressing tank, and connecting a drain hose to the tank for the treatment of sludgy water and the tank for filtered water. CONSTITUTION:After the vehicle is let run to a position where a purifier tank or the like is existent, a hose 1 for sucking or draining water is drawn out from a hose reel 12 and inserted into sludgy water inside the purifier tank or the like. A tank 2 for the treatment of sludgy water is decompressed by a pressurizing-decompressing means 5, and switchgear cocks 10, 11, 13 are opened to suck sludgy water into the treating tank 2. Thereafter, predetermined amount of a liquid flocculant is sucked from a tank 6 for a liquid flocculant into the treating tank 2, to form flocks by a flocculating reaction. Thereafter, a tank 3 for filtered water is decompressed to drive a filter 4, while pressurizing the treating tank 2. The tank 3 for filtered water and the decompressing means 5 are then pressurized to drain the filtered water through the hose 1.

Description

【発明の詳細な説明】 本発明は、浄化槽等の汚泥水処理及び張水返送車による
汚泥水処理方法に関するもので、一台の車両により、浄
化槽等の汚泥水の抜き取りと張水とを可能ならしめた新
規な汚泥水処理方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sludge water treatment method for septic tanks, etc. and a sludge water treatment method using a water-filling return vehicle, and it is possible to remove sludge water from a septic tank, etc. and fill it with water using a single vehicle. This paper relates to a new sludge water treatment method.

従来、浄化槽等の管理を目的として浄化槽等の汚泥水を
処理する場合、浄化槽等の汚泥水をバキュームカー等で
引抜いた後、家庭用の水道水で張水を行なうか、或は他
のタンク車で張水を運搬して来て張水を行なっていたた
め、張水作業に労力を要する等の不都合があった。
Conventionally, when treating sludge water from a septic tank, etc. for the purpose of managing the septic tank, etc., the sludge water from the septic tank, etc. is drawn out with a vacuum car, etc., and then the water is filled with household tap water, or another tank is filled with water. The water filling process was performed by transporting the water by car, which had some inconveniences, such as the labor required for the water filling process.

本発明は、叙上の点(1鑑みなされたものであり、一台
の車両によって、汚泥水の抜き取りと張水とを可能とし
、もって浄化槽等の管理を容易とすることができる新規
な汚泥水処理方法を提供するものである。
The present invention has been made in view of the above-mentioned points (1), and the present invention is a novel sludge system that makes it possible to remove and fill sludge water with a single vehicle, thereby facilitating the management of septic tanks, etc. A water treatment method is provided.

即ち、本発明の浄化槽等の汚泥水処理及び張水返送車に
よる汚泥水処理方法は、車両に、吸排水ホース、汚泥水
と凝集剤とを攪拌混合する攪拌機構を内部に備えた汚泥
水処理タンク、濾過水タンク、濾過装置、及び上記汚泥
水処理タンクと上記濾過水タンクとの内圧をそれぞれ別
個に加圧減圧し得る加圧、減圧装置を装備させ、上記吸
排水ホースをそれぞれ汚泥水処理タンクと1過水タンク
とに連通させ、且つ濾過装置を上記汚泥水処理タンクと
1過水タンクとの間に接続させてなる、浄化111吟の
汚泥水処理及び張水返送車を用いる汚泥水処理方法でお
って、上記1過水タンクに予め濾過水を収容しておき、
加圧、減圧装置により汚泥水処理タンクを減圧して吸排
水ホースを介し浄化槽等の汚泥水を上記汚泥水処理タン
ク内に吸引収容した後、上記加圧、減EE装置により1
過水タンクを加圧して濾過水タンク内の1過水を、上記
汚泥水処理タンクに吸引収容した汚泥水の員に等しい量
を、上記吸排水ホースを介して浄化槽に張水として排出
する一方、上記汚泥水処理タンク内の汚泥水を凝集剤と
共に攪拌機構により攪拌混合して汚泥水処理クンク内に
フロック(水中汚泥のコロイドが持つ電荷(−)と凝集
側分子の有する電荷(+)が中和し、汚泥コロイドが引
き合わされ(架橋現象)て、海綿状群となったもの)を
形成し、斯くして得られたフロックを含む汚泥水処理タ
ンク内の一次処理水を、上記汚泥水処理タンクを加圧、
減圧装置により加圧して濾過装置に圧送して濾過装置に
よυ固液分離し、分離された濾過水を、上記加圧、減圧
装置によシr過水タンクを減圧して1過水タンク内に吸
引収容することを%徴とするものでを)る。
That is, the method of treating sludge water in a septic tank or the like and using a water-filling return vehicle of the present invention is a sludge water treatment method in which a vehicle is equipped with a suction/drainage hose and an agitation mechanism for stirring and mixing sludge water and a flocculant. A tank, a filtered water tank, a filtration device, and a pressurization and depressurization device that can independently pressurize and reduce the internal pressure of the sludge water treatment tank and the filtrate water tank are equipped, and the suction and drainage hoses are connected to the sludge water treatment tank. Sludge water using a purification 111 gin sludge water treatment and water filling return vehicle, which is connected to a tank and a first water tank, and a filtration device is connected between the sludge water treatment tank and the first water tank. In the treatment method, filtrate water is stored in advance in the above-mentioned 1 filtration tank,
After depressurizing the sludge water treatment tank with the pressurization and depressurization device and suctioning the sludge water from the septic tank, etc. into the sludge water treatment tank through the suction and drainage hose,
While pressurizing the filtrate tank and draining the filtrate in the filtrate tank in an amount equal to the amount of sludge water sucked into the sludge water treatment tank, the septic tank is filled with water through the suction and drainage hose. , the sludge water in the sludge water treatment tank is stirred and mixed with the flocculant by the stirring mechanism, and flocs (charge (-) held by the colloid of sludge in water and charge (+) held by the flocculating molecules are mixed in the sludge water treatment tank). The primary treated water in the sludge water treatment tank containing the flocs is neutralized and the sludge colloids are pulled together (cross-linking phenomenon) to form a spongy aggregate. Pressurize the processing tank,
The filtrate is pressurized by the pressure reducing device and sent to the filtration device for solid-liquid separation, and the separated filtrate water is evacuated by the pressure reduction device and the filtrate tank is depressurized to form one filtered water tank. It is characterized by suction and accommodation within the body.

以下、本発明方法の実施態様を図面に沿って説明する。Embodiments of the method of the present invention will be described below with reference to the drawings.

まず、本発明方法に用いる浄化槽等の汚泥水処理及び張
水返送車について説明すると、図面はかかる車両の配管
系統図を示すものであって、図面において、1は開閉コ
ック10.11を有する吸排水ホース、2は汚泥水と凝
集剤とを攪拌混合する攪拌機構2を内部に備えた汚泥水
処理タンク、3は濾過水タンク、4は濾過装置、5は上
記汚泥水処理タンク2と濾過水タンク3との内圧をそれ
ぞれ別個に加圧、減圧し得る加圧、減圧装置、6は凝集
側板タンクでこれらは車両(図示せず)に装備させであ
る。
First, to explain the sludge water treatment and water filling return vehicle for septic tanks etc. used in the method of the present invention, the drawing shows a piping system diagram of such a vehicle. A drainage hose, 2 a sludge water treatment tank equipped with a stirring mechanism 2 for stirring and mixing sludge water and a flocculant, 3 a filtered water tank, 4 a filtration device, and 5 the sludge water treatment tank 2 and filtered water. A pressurization/depressurization device 6 is a coagulation side plate tank that can independently pressurize or reduce the internal pressure of the tank 3, and these devices are installed in a vehicle (not shown).

而して、上記吸排水ホース1は、ホースリール12に巻
かれており、それぞれ開閉コック13を有するパイプ3
0、及び開閉コック14を有するパイプ31を介して汚
泥水処理タンク2及び濾過水タンク3の底部に連通させ
である。尚、この場合、上記パイプ30.31は直接吸
排水ホース1に接続してはなく、パイプ30はパイプ3
2を介して、又パイプ31はパイプ32及びパイプ33
を介して吸排水ホース1に接続しである。
The suction and drainage hose 1 is wound around a hose reel 12, and each pipe 3 has an opening/closing cock 13.
0 and the bottoms of the sludge water treatment tank 2 and the filtered water tank 3 via a pipe 31 having an opening/closing cock 14. In this case, the pipes 30 and 31 are not directly connected to the suction and drainage hose 1, and the pipe 30 is connected to the pipe 3.
2, and pipe 31 is connected to pipe 32 and pipe 33.
It is connected to the suction and drainage hose 1 via.

又、上記汚泥水処理タンク2及び濾過水タンク3には、
それぞれ内部の汚泥水及び濾過水の性状等を確認するた
めの窓f、fを設けである。
In addition, the sludge water treatment tank 2 and the filtered water tank 3 include:
Windows f and f are provided for checking the properties of the sludge water and filtrate water inside, respectively.

又、上記1過装置4は、固液分離のための横型の回転式
スクリーン筒4と、その下方に配設したr過水受タンク
lとで構成しである。回転式スクリーン筒4は、その一
端部から排出される汚泥水(汚泥水処理タンク2におい
て後述のよりに浄化槽等の汚泥水を凝集剤と凝集反応さ
せて得られるフロックを含む一次処理水)をそのスクリ
ーン面で固液分離するもので、分離される汚泥を、その
内側面に設けた螺旋ブレード(図示せず)によす他端部
から汚泥111(図示せず)に排出一方、分離される1
過水をr過水受タンク!内に流下又は滴下するよりにな
しである。
Further, the above-mentioned first filtration device 4 is composed of a horizontal rotary screen tube 4 for solid-liquid separation, and a filtration tank 1 disposed below the screen tube 4. The rotary screen cylinder 4 collects sludge water (primary treated water containing flocs obtained by coagulating sludge water from a septic tank or the like with a coagulant in the sludge water treatment tank 2 as described later) discharged from one end thereof. Solid-liquid separation is performed on the screen surface, and the sludge to be separated is discharged from the other end into sludge 111 (not shown) through a spiral blade (not shown) provided on the inner surface. Ru1
Overwater tank! There is no need for it to flow or drip inside.

尚、回転式スクリーン筒4は、傾斜地における濾過作条
を円滑に行なう等の観点からその他端部におい工俯仰自
在な構成となしである。而してこのように構成された1
過装置4は、開閉コック15を有するパイプ34、及び
開閉コック16を有するパイプ35を介して汚泥水処理
タンク2と1過水タンク3との間に接続しである。
Note that the rotary screen cylinder 4 has a configuration in which the other end is freely adjustable in order to smoothly carry out filtration on a slope. Therefore, 1 configured like this
The filtration device 4 is connected between the sludge water treatment tank 2 and the first filtration tank 3 via a pipe 34 having an on-off cock 15 and a pipe 35 having an on-off cock 16.

更に詳述すると、濾過装置4は、その回転式スクリーン
筒4の一端部を、パイプ34 、33 、30を介して
汚泥水処理タンク2の底部に接続してあり、又f過ボタ
/りlをパイプ36.35を介して濾過ボタ/り3の上
部に接続しである。又開閉コック15を有するパイプ3
4には少なくともその一部に透1q$34を設けである
More specifically, the filtration device 4 has one end of the rotary screen tube 4 connected to the bottom of the sludge water treatment tank 2 via pipes 34, 33, 30, and a is connected to the top of the filter bottle 3 via pipes 36 and 35. Also, a pipe 3 having an opening/closing cock 15
4 is provided with 1q$34 of transparent water on at least a part of it.

又、上記加圧、減圧装置5は、真空ポンプ50、四方切
換弁51、圧力調整パルプ52等を主体として構成しで
ある。即ち、四方切換弁に4本のパイプ53,54,5
5.及び56の一端部を接続し、パイプ53及び54の
他端部間に真空ポンプ50を接続し、パイプ56をその
先端部を分岐させてそれぞれ開閉コック51を有するノ
(イブ58、及び開閉コック59を有する)くイブ60
を介して濾過水タンク3及び汚泥水処理タンク2の上部
に接続し、パイプ55をその先端に三方切換コックより
なる圧力調整パルプ52を接続し、且つ圧力調整パルプ
52に、大気中に開放するバイブロ1及び汚泥水処理タ
ンク2に連通するバイブロ2を接続して構成しである。
The pressurization/depressurization device 5 is mainly composed of a vacuum pump 50, a four-way switching valve 51, a pressure regulating pulp 52, and the like. That is, four pipes 53, 54, 5 are connected to the four-way switching valve.
5. A vacuum pump 50 is connected between the other ends of the pipes 53 and 54, and the tip of the pipe 56 is branched to form a pipe 58 and a valve 58 each having an opening/closing cock 51. 59) with 60
A pipe 55 is connected to the upper part of the filtrate water tank 3 and the sludge water treatment tank 2 through a pipe 55, and a pressure regulating pulp 52 consisting of a three-way switching cock is connected to the tip of the pipe 55, and the pressure regulating pulp 52 is opened to the atmosphere. It is constructed by connecting a vibro 1 and a vibro 2 communicating with a sludge water treatment tank 2.

而して、上記の如き構成によれば、真空ポンプ50の作
動下において四方切換弁51を切換えることにより、パ
イプ55及び56を、その一方を加圧状態としたとき他
方を減圧状態とすることができる。従って、この状態下
において、まず、開閉コック5γ、59を操作すれば、
汚泥水処理タンク2及びr過水処理タンク3の何れか重
力又は双方の内圧を加圧又は減圧することができる。又
、パイプ55及び62が連通するように圧力調整パルプ
52を調整し、且つ開閉コック59を閉鎖する一方、開
閉コック57を開放して、四方切換弁51を切換えれば
、汚泥水処理タンク2及び1過水タンク3の一方を減圧
状態とし、他方を加圧状態とすることができる。即ち、
上記加圧、減圧装置5によれば、汚泥水処理タンク2と
濾過水タンク3との内圧を一台の真空ポンプ50を用い
てそれぞれ別個又は同時に加圧、減圧することができる
。岡、上記の説明では、加圧、減圧装置5の機能を理解
し易すくするため、四方切換コック51、開閉コック5
1等の操作順序は実際の操作順序と異ならせである。
According to the above configuration, by switching the four-way switching valve 51 while the vacuum pump 50 is operating, when one of the pipes 55 and 56 is in a pressurized state, the other is in a depressurized state. I can do it. Therefore, under this condition, if you first operate the opening/closing cocks 5γ and 59,
Either the gravity of the sludge water treatment tank 2 and the r-permeable water treatment tank 3 or the internal pressure of both can be increased or decreased. Moreover, by adjusting the pressure regulating pulp 52 so that the pipes 55 and 62 communicate with each other, and closing the on-off cock 59 while opening the on-off cock 57 and switching the four-way switching valve 51, the sludge water treatment tank 2 One of the two overwater tanks 3 can be in a reduced pressure state, and the other can be in a pressurized state. That is,
According to the pressurization and depressurization device 5, the internal pressures of the sludge water treatment tank 2 and the filtrate water tank 3 can be pressurized and depressurized separately or simultaneously using one vacuum pump 50. Oka, in the above explanation, in order to make it easier to understand the functions of the pressurization and depressurization device 5, the four-way switching cock 51 and the opening/closing cock 5 are used.
The first order of operations is different from the actual operation order.

また、上記加圧、減圧装置5によれば、圧力調整パルプ
52を調整し2て/くルブ61及び/くイブ62それぞ
れへのノくイブ55の連通度合を調整することによυ、
汚泥水処理タンク2の加圧圧力及び加圧圧力を調整する
ことができる。特に加圧圧力を調整できることは重要で
あり、これ氏よって後述のようにフロックを破損するこ
となく汚泥水処理タンク2から1過装置4に圧送するこ
とが可能となる。伺、圧力調整・くルフ。
Further, according to the pressurizing and depressurizing device 5, by adjusting the pressure regulating pulp 52 and adjusting the degree of communication of the knob 55 to the /club 61 and the /club 62, υ,
The pressurization pressure and pressurization pressure of the sludge water treatment tank 2 can be adjusted. In particular, it is important to be able to adjust the pressurizing pressure, which makes it possible to forcefully feed the flocs from the sludge water treatment tank 2 to the first filtration device 4 without damaging the flocs, as will be described later. Please check the pressure adjustment.

52は2つの三方切換コック(開閉コック)t−用いて
構成することもできる。又、63はオイルセパレーター
、64は空気安全弁、65はエアークリーナーである。
52 can also be constructed using two three-way switching cocks (opening/closing cocks). Further, 63 is an oil separator, 64 is an air safety valve, and 65 is an air cleaner.

又、上記凝集剤液タンク6は、流量計17及び開閉コッ
ク18を有するパイプ3γを介して汚泥水処理タンク2
の上部に連通させてあり、この場合、車両外の凝集剤液
タンク19から車両外のポンプ20を用いて移送した凝
集剤液鈴上記流量計11で測定しつつ汚泥水処理タンク
2内に所定量供給できるよう(=なしである。
Further, the flocculant liquid tank 6 is connected to the sludge water treatment tank 2 via a pipe 3γ having a flow meter 17 and an opening/closing cock 18.
In this case, the flocculant liquid is transferred from the flocculant liquid tank 19 outside the vehicle using the pump 20 outside the vehicle, and is placed in the sludge water treatment tank 2 while being measured by the flow meter 11. To be able to supply a fixed amount (= none).

又、γは、前記吸排水ホース1と濾過装置4の間に設け
たポンプで、濾過装置4で分離されたp過水を吸排水ホ
ース1を介して直接排出できるようになしである。更に
詳述すると、上記ボングアは、開閉コック21と共に)
くイブ38に設けてあり、該パイプ38の一端を吸排水
ホース1に、又他端をパイプ36を介して濾過装置4に
おけるr過水受タンクlにそれぞれ接続しである。又3
9はポンプγによらず、重力により濾過水を排出する重
力排出口であり、ポンプIと1過装置4との間に、この
場合バイブ36を分岐させ且つ開閉コック22を具備さ
せて設けである。
Further, γ is a pump provided between the suction and drainage hose 1 and the filtration device 4, so that the p-filtered water separated by the filtration device 4 can be directly discharged through the suction and drainage hose 1. To explain in more detail, the above-mentioned bongua, together with the opening/closing cock 21)
One end of the pipe 38 is connected to the suction and drainage hose 1, and the other end is connected to the filtrate water receiving tank l in the filtration device 4 via the pipe 36. Also 3
Reference numeral 9 denotes a gravity discharge port for discharging filtered water by gravity without using the pump γ, and in this case, it is provided between the pump I and the first filtration device 4 by branching the vibrator 36 and equipping it with an opening/closing cock 22. be.

この他、図面中23はドレン排出用開閉コックである。In addition, numeral 23 in the drawing is an opening/closing cock for drain discharge.

而して、以上の構成からなる汚泥水処理及び張水返送束
を用いれば、以下の如く本発明の汚泥水処理方法を実施
できる。
By using the sludge water treatment and water filling return bundle constructed as described above, the sludge water treatment method of the present invention can be carried out as follows.

即ち、まず本発明の基本的な実施態様においては、浄化
槽等の所在の場所まで上記車両を走行させた後、ホース
リール12より吸排水ホース1を操り出してこれを浄化
槽等の汚泥水中に挿入し、加圧、減圧装置5により汚泥
水処理タンク2を減圧状態とし、開閉コック10.11
゜及び13を開放して吸排水ホース1、パイプ32.3
0を介して浄化槽等の汚泥水を汚泥水処理タンク2内に
吸引収容する。そして、これと!II後し開閉コック1
8を開放して凝集剤液タンク6から、液量計17で測定
しつつ所定量の凝集剤液をパイプ3Tを介して汚泥水処
理タンク2内に吸引収容する。このようにして汚泥水処
理タンク2内に所定量の汚泥水及び凝集剤液を吸引収容
したら、攪拌機構2′を作動させ、汚泥水を汚泥水処理
タンク2内で凝集反応させ、フロックを形成する。
That is, in the basic embodiment of the present invention, first, after driving the vehicle to a location where a septic tank or the like is located, the suction and drainage hose 1 is pulled out from the hose reel 12 and inserted into the sludge water of the septic tank or the like. Then, the sludge water treatment tank 2 is brought into a depressurized state by the pressurization and depressurization device 5, and the opening/closing cock 10.11 is turned on.
Open ゜ and 13 and connect suction and drainage hose 1, pipe 32.3
Sludge water from a septic tank or the like is sucked and stored into the sludge water treatment tank 2 through the septic tank 2. And with this! II rear opening/closing cock 1
8 is opened and a predetermined amount of flocculant liquid is sucked and stored in the sludge water treatment tank 2 from the flocculant liquid tank 6 through the pipe 3T while being measured by the liquid meter 17. After a predetermined amount of sludge water and flocculant liquid are sucked and stored in the sludge water treatment tank 2 in this way, the stirring mechanism 2' is operated to cause the sludge water to undergo a flocculation reaction within the sludge water treatment tank 2 to form flocs. do.

フロックが形成されたら、加圧、減圧装置5により汚泥
水処理タンク2を加圧状態とする一方、濾過水タンク3
を減圧状態とし、且っ濾過装置4を作動させると共に開
閉コック13.15及び16を開放する。このようにす
れば、フロックを含む汚泥水処理タンク2内の一次処理
水を、パイプ30,33.及び34を介して濾過装置4
における回転式スクリーン筒イに圧送することができ、
回転式スクリーン筒4′で分離され濾過水受タンクを内
に流下又は滴下する濾過水を、パイプ36及び35を介
し濾過水タンク3内に吸引収容させることができる。そ
して、上記の一次処理水の圧送過程において、バイブ3
4における透明部34′から、その内部を通過するフロ
ックの性状等を観察しつつ、加圧、減圧装置5の圧力調
整バルブ52を調整すれば、汚泥水処理タンク2の加圧
圧力を前述の如く調整することができるから、フロック
を損傷させることなく微少圧力で濾過装置4に圧送する
ことができる。
Once the flocs are formed, the sludge water treatment tank 2 is pressurized by the pressurization/depressurization device 5, while the filtrate water tank 3 is pressurized.
is brought into a reduced pressure state, the filtration device 4 is operated, and the opening/closing cocks 13, 15 and 16 are opened. In this way, the primary treated water in the sludge water treatment tank 2 containing flocs is transferred to the pipes 30, 33. and 34 through the filtration device 4
It can be fed under pressure to a rotating screen tube in
The filtered water separated by the rotary screen tube 4' and flowing down or dripping into the filtered water receiving tank can be sucked and stored in the filtered water tank 3 via the pipes 36 and 35. In the process of pumping the primary treated water, the vibrator 3
By adjusting the pressure regulating valve 52 of the pressurizing and depressurizing device 5 while observing the properties of flocs passing through the transparent part 34' in 4, the pressurizing pressure of the sludge water treatment tank 2 can be adjusted to the above-mentioned level. Since the flocs can be adjusted as shown in FIG.

次いで、1通水タンク3を加圧、減圧装置5によシ加圧
状態とし、且つ開閉コック14.11及び10を開放す
る。このようにすれば、1過水タンク3内の濾過水をパ
イプ31.33及び32、並びに吸排水ホース1を介し
て浄化槽等に排水することができる。
Next, the water tank 3 is pressurized by the pressure reducing device 5, and the opening/closing cocks 14, 11 and 10 are opened. In this way, the filtered water in the first filtration tank 3 can be drained to a septic tank or the like via the pipes 31, 33 and 32, and the suction/drainage hose 1.

尚、以上の説明及び以下の説明では、開放した開閉コッ
ク以外の開閉コックは全て閉鎖しである。又、上記の基
本的な実施様(2)は浄化槽等のSV調整時に主として
用いられる。
In addition, in the above explanation and the following explanation, all opening/closing cocks other than the opening/closing cock that is open are closed. Further, the above basic implementation mode (2) is mainly used when adjusting the SV of a septic tank or the like.

ところで、上記の基本的な実施態様では、濾過装置4と
の固液分離完了後、分離された濾過水を浄化槽等に排出
している。しかし、濾過装置4では、汚泥が分離されて
いるから、最初に吸引した浄化槽等の汚泥水と排出する
濾過水との量は一致せず、排出する濾過水の量が不足す
る。このような不都合を解消するためには、濾過水タン
ク3内に予め濾過水(張水)を吸引収容しておけば良く
、このようにすれは、上記の如く濾過水が不足すること
がない。即ち、本発明においてこのように予め濾過水を
濾過水タンク3内に収容しておけば、上記の実施態様に
よシ汚泥水を処理しても、1過水タンク3がら排出され
る1通水は不足することがないし、又、汚泥水タンク2
への汚泥水吸引直後、加圧、減圧装置によl’過水タン
ク3を加圧すれば、濾過水タンク3内に予め収容されて
いる濾過水を、パイプ31.33及び32、並びに吸排
水ホース1を介して直ちに排出できる。
By the way, in the basic embodiment described above, after the solid-liquid separation with the filtration device 4 is completed, the separated filtrate water is discharged to a septic tank or the like. However, in the filtration device 4, since the sludge is separated, the amount of sludge water sucked into the septic tank or the like does not match the amount of filtrate water discharged, and the amount of filtrate water discharged is insufficient. In order to eliminate this inconvenience, it is sufficient to suction and store filtered water (filling water) in the filtered water tank 3 in advance, and in this way, there will be no shortage of filtered water as described above. . That is, in the present invention, if the filtered water is stored in the filtered water tank 3 in advance in this way, even if the sludge water is treated according to the above embodiment, only one batch of water is discharged from the filtered water tank 3. There is no shortage of water, and the sludge water tank 2
Immediately after suction of sludge water into the filtrate tank 3, the filtrate tank 3 is pressurized using a pressurization/decompression device, and the filtrate water previously stored in the filtrate tank 3 is transferred to the pipes 31, 33 and 32, and It can be immediately drained via the drain hose 1.

尚、上記の如き実施態様と異なり、浄化槽等の清掃のた
め、浄化槽等の汚泥水の全量引抜きが必要な場合には、
汚泥水処理タンク2だけでなく濾過水タンク3にも浄化
槽等の汚泥水を吸引収容する。汚泥水処理タンク2への
汚泥水の吸引収容は前述の通りであり、濾過水タンク3
へ汚泥水を吸引収容するには、加圧、減圧装置5により
濾過水タンク3を減圧状態とし、且つ開閉コック10.
11及び14を開放すれば良く、このようにすれば吸排
水ホース1並びにパイプ32.33及び31を介して浄
化槽等の汚泥水を濾過水タンク3内に吸引収容できる。
In addition, unlike the embodiments described above, if the entire amount of sludge water from the septic tank, etc. needs to be extracted for cleaning the septic tank, etc.,
Sludge water from a septic tank or the like is sucked and stored not only in the sludge water treatment tank 2 but also in the filtered water tank 3. The suction and storage of sludge water into the sludge water treatment tank 2 is as described above.
In order to suck and store sludge water, the filtrate water tank 3 is brought into a depressurized state by the pressurization and depressurization device 5, and the opening/closing cock 10.
11 and 14 are opened, and in this way, sludge water from a septic tank or the like can be sucked into the filtered water tank 3 via the suction/drainage hose 1 and the pipes 32, 33, and 31.

汚泥水処理タンク2及び濾過水タンク3に汚泥水吸引収
容したら、まず汚泥水処理タンク2内の汚泥水を前述の
基本的な実施a様に従って処理し、濾過装置4における
濾過水受タンクl内に濾過水を得る6P通水受タンク!
内のIP濾過水、1過水タンク3内にこの場合汚泥水が
収容されているから、上記の基本的実施態様によっては
排出できず、開閉コック21を開放し且つポンプγを作
動させ、パイプ36及び38、並びに吸排水ホース1を
介して直接排出する。尚、ポンプTによるボンピングが
必要のない場合には開閉コック22を開放して重力排出
口39から濾過水を排出する。而し℃、汚泥水処理タン
ク2内の汚泥水を処理、排出したら、濾過水タンク3内
の汚泥水を汚泥水処理タンク2内に移行し、これを上記
の如き基本的実施態様でFA装置4を介して、或はポン
プTを介して吸排水ホース1から排出する。この場合に
おいて、濾過水タンク3から汚泥水処理タンク2への汚
泥水の移行は、加圧、減圧装置5により、汚泥水処理タ
ンク2を減圧状態とする一方、濾過水タンク3を加圧状
態とし、且つ開閉コック14及び13を開放することに
より、パイプ31.33及び30を介して行なうことが
できる。
After the sludge water is sucked and stored in the sludge water treatment tank 2 and the filtered water tank 3, the sludge water in the sludge water treatment tank 2 is first treated according to the basic implementation a described above, and then the sludge water is stored in the filtrate water receiving tank l in the filtration device 4. 6P water receiving tank to get filtered water!
In this case, sludge water is stored in the IP filtered water tank 3, so it cannot be discharged according to the basic embodiment described above, and the opening/closing cock 21 is opened and the pump γ is operated to 36 and 38 and directly through the suction and drainage hose 1. Incidentally, when pumping by the pump T is not necessary, the opening/closing cock 22 is opened and the filtered water is discharged from the gravity discharge port 39. After treating and discharging the sludge water in the sludge water treatment tank 2, the sludge water in the filtrate water tank 3 is transferred to the sludge water treatment tank 2, and the sludge water is transferred to the FA device in the basic embodiment as described above. 4 or from the suction/drainage hose 1 via the pump T. In this case, the sludge water is transferred from the filtrate water tank 3 to the sludge water treatment tank 2 by using the pressurization and decompression device 5 to bring the sludge water treatment tank 2 into a depressurized state, while the filtrate water tank 3 is brought into a pressurized state. This can be done via the pipes 31, 33 and 30 by opening the opening/closing cocks 14 and 13.

斜上の如く、本発明の汚泥水処理方法によれば、一台の
車両を用いるだけで、汚泥水の抜きPy、υと張水とを
可能とすることができ、もって浄化槽等の管理を容易に
実抱できる等の効果が奏される。
As shown above, according to the sludge water treatment method of the present invention, it is possible to drain sludge water Py, υ and fill it with water by using only one vehicle, thereby making it possible to manage septic tanks, etc. Effects that can be easily realized are produced.

【図面の簡単な説明】[Brief explanation of the drawing]

図m1は本発明に用いられる浄化槽等の汚泥水処理及び
張水返送車の配管系統図を示すものである。 1・ 吸排水ホース  2・・・汚泥水処理タンク2・
・攪拌機I11    3・・1過水タンク4・・・濾
過装置    5・加圧、減圧装置特許出願人 東急車輌製造株式会社 5
Figure m1 shows a piping system diagram of a sludge water treatment such as a septic tank and a water-filling return vehicle used in the present invention. 1. Suction and drainage hose 2...Sludge water treatment tank 2.
・Agitator I11 3..1 Perhydration tank 4...Filtration device 5.Pressurization and depressurization device Patent applicant Tokyu Vehicle Manufacturing Co., Ltd. 5

Claims (1)

【特許請求の範囲】[Claims] 車両に、吸排水ホース、汚泥水と凝集削とを攪拌混合す
る攪拌機構を内部に備えた汚泥水処理タンク、濾過水タ
ンク、r過装置、及び上記汚泥水処理タンクと濾過水タ
ンクとの内圧をそれぞれ別個に加圧、減圧し得る加圧、
減圧装置を装備させ、上記吸排水ホースをそれぞれ汚泥
水処理タンクと濾過水タンクとに連通させ、且つ濾過装
置を汚泥水処理タンクと濾過水タンクとの間に接続させ
てなる、浄化槽等の汚泥水処理及び張水返送車を用いる
汚泥水処理方法であって、濾過水タンクに予め濾過水を
収容しておき、加圧、減圧装置によシ汚泥水処理タンク
を減圧して吸排水ホースを介し浄化槽等の汚泥水を汚泥
水処理タンク内に吸引収容した後、上記加圧、減圧装置
によF)濾過水タンクを加圧して濾過水タンク内の濾過
水を、汚泥水処理タンクに吸引収容した汚泥水の量に等
しい量を上記吸排水ホースを介して浄化槽に張水として
排出する一方、上記汚泥水処理タンク内の汚泥水を凝集
削と共に攪拌機構によシ攪拌混合して汚泥水処理タンク
内にフロックを形成し、斯くして得られたフロックを含
む汚泥水処理タンク内の一次処理水を、上記汚泥水処理
タンクを加圧、減圧装置により加圧してr過装置に圧送
してr過装置により固液分離し、分離された濾過水を、
上記加圧減圧装置により1通水タンクを減圧して濾過水
タンク内に吸引収容することを特徴とする浄化槽等の汚
泥水処理及び張水返送車による汚泥水処理方法。
The vehicle is equipped with a suction and drainage hose, a sludge water treatment tank equipped with an internal stirring mechanism for stirring and mixing sludge water and coagulation, a filtered water tank, an r-filtration device, and an internal pressure between the sludge water treatment tank and the filtered water tank. Pressurization that can be pressurized and depressurized separately,
A sludge tank such as a septic tank, which is equipped with a pressure reducing device, the suction and drainage hoses are connected to a sludge water treatment tank and a filtered water tank, and a filtration device is connected between the sludge water treatment tank and the filtered water tank. A sludge water treatment method using a water treatment and water return vehicle, in which filtrate is stored in a filtrate water tank in advance, the sludge water treatment tank is depressurized by a pressurization/decompression device, and a suction/drainage hose is connected. After suctioning and storing the sludge water from the septic tank etc. into the sludge water treatment tank, pressurize the filtrate water tank using the pressurization and depressurization device mentioned above, and suck the filtrate water in the filtrate water tank into the sludge water treatment tank. An amount equal to the amount of stored sludge water is discharged as water to the septic tank via the suction and drainage hose, while the sludge water in the sludge water treatment tank is coagulated and mixed by the stirring mechanism to form sludge water. Flocs are formed in the treatment tank, and the primary treated water in the sludge water treatment tank containing the thus obtained flocs is pressurized by pressurizing and depressurizing the sludge water treatment tank, and is forced to be sent to the filtration device. Solid-liquid separation is performed using a filtration device, and the separated filtered water is
A method for treating sludge water in a septic tank or the like and using a water-filling return vehicle, characterized in that the pressure in a single water tank is reduced by the pressure reduction device and the water is sucked into a filtrate tank.
JP57116370A 1982-07-05 1982-07-05 Treatment of sludgy water in purifier tank, etc. and treatment of sludgy water by vehicle for returning filling water Granted JPS596998A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57116370A JPS596998A (en) 1982-07-05 1982-07-05 Treatment of sludgy water in purifier tank, etc. and treatment of sludgy water by vehicle for returning filling water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57116370A JPS596998A (en) 1982-07-05 1982-07-05 Treatment of sludgy water in purifier tank, etc. and treatment of sludgy water by vehicle for returning filling water

Publications (2)

Publication Number Publication Date
JPS596998A true JPS596998A (en) 1984-01-14
JPS625028B2 JPS625028B2 (en) 1987-02-03

Family

ID=14685289

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57116370A Granted JPS596998A (en) 1982-07-05 1982-07-05 Treatment of sludgy water in purifier tank, etc. and treatment of sludgy water by vehicle for returning filling water

Country Status (1)

Country Link
JP (1) JPS596998A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55119844A (en) * 1979-08-31 1980-09-13 Seibu Polymer Kasei Kk Joint for culvert
JPS6291297A (en) * 1985-10-16 1987-04-25 Tokyu Car Corp Sludge water treatment unit mountable on vehicle
JP2008229446A (en) * 2007-03-19 2008-10-02 Shin Meiwa Ind Co Ltd Sludge thickening apparatus and vehicle
ITMI20090998A1 (en) * 2009-06-08 2010-12-09 Jurop S P A APPARATUS AND METHOD FOR THE RECYCLING OF SLUDGE WATER, IN PARTICULAR FOR SERVICE VEHICLES FOR CLEANING OF PIPELINES OF SEIZED SEWAGE PIPELINES
JP2016193435A (en) * 2011-07-12 2016-11-17 高砂熱学工業株式会社 Flushing wastewater treatment method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5460758A (en) * 1977-09-30 1979-05-16 Stigebrandt Ake Method of and device for treating sludge water

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5460758A (en) * 1977-09-30 1979-05-16 Stigebrandt Ake Method of and device for treating sludge water

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55119844A (en) * 1979-08-31 1980-09-13 Seibu Polymer Kasei Kk Joint for culvert
JPS6291297A (en) * 1985-10-16 1987-04-25 Tokyu Car Corp Sludge water treatment unit mountable on vehicle
JP2008229446A (en) * 2007-03-19 2008-10-02 Shin Meiwa Ind Co Ltd Sludge thickening apparatus and vehicle
ITMI20090998A1 (en) * 2009-06-08 2010-12-09 Jurop S P A APPARATUS AND METHOD FOR THE RECYCLING OF SLUDGE WATER, IN PARTICULAR FOR SERVICE VEHICLES FOR CLEANING OF PIPELINES OF SEIZED SEWAGE PIPELINES
WO2010142629A1 (en) * 2009-06-08 2010-12-16 Jurop S.P.A. Apparatus and method for recycling water from slurry, in particular for service vehicles for cleaning sumps of drainage pipes
JP2016193435A (en) * 2011-07-12 2016-11-17 高砂熱学工業株式会社 Flushing wastewater treatment method

Also Published As

Publication number Publication date
JPS625028B2 (en) 1987-02-03

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