JPH08206638A - Pretreatment of excretion treatment facilities - Google Patents

Pretreatment of excretion treatment facilities

Info

Publication number
JPH08206638A
JPH08206638A JP3462495A JP3462495A JPH08206638A JP H08206638 A JPH08206638 A JP H08206638A JP 3462495 A JP3462495 A JP 3462495A JP 3462495 A JP3462495 A JP 3462495A JP H08206638 A JPH08206638 A JP H08206638A
Authority
JP
Japan
Prior art keywords
urine
receiving tank
valve
human
separated
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
JP3462495A
Other languages
Japanese (ja)
Other versions
JP2912561B2 (en
Inventor
Hitoshi Yano
仁 矢野
Hirokazu Shirage
宏和 白毛
Manabu Murakami
学 村上
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding 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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP3462495A priority Critical patent/JP2912561B2/en
Publication of JPH08206638A publication Critical patent/JPH08206638A/en
Application granted granted Critical
Publication of JP2912561B2 publication Critical patent/JP2912561B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Treatment Of Biological Wastes In General (AREA)

Abstract

PURPOSE: To dispense with the periodic cleaning work of a receiving tank becoming the most disliked on-the-spot work in an excretion treatment plant and to perfectly automate the washing and removing work of settled sand performed periodically. CONSTITUTION: Excretion is passed through a mechanical separator 4 without being directly introduced into a receiving tank 6 to separate impurities and, thereafter, the separated excretion is sent to the receiving tank 6 while the separated impurities are sent to a drum screen 12 and a screw press 13. In this case, an opening and closing valve 701 is disposed on the line 7 sending the separated excretion to the receiving tank 6 and an opening and closing valve 111 is disposed on the line 11 sending the impurities to the screen 12. The opening and closing valves 701, 111 are reversely operated in synchronous relationship so as to be oppositely opened and closed and the push-out pressure force of a fecal tank lorry 1 is utilized to separate excretion and impurities under pressure.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、し尿処理施設の前処理
の目的であるし尿中に存在する各種の夾雑物を除去する
際に、し尿を直接取り扱うことなく夾雑物を除去でき、
作業性や衛生面に優れたし尿処理施設の前処理方法に関
する。
BACKGROUND OF THE INVENTION The present invention is capable of removing impurities without directly handling human waste when removing various impurities present in human waste, which is the purpose of pretreatment in human waste treatment facilities.
The present invention relates to a pretreatment method for a human waste treatment facility which is excellent in workability and hygiene.

【0002】[0002]

【従来の技術】従来、図2に示すように、バキューム車
50によって搬送されてきたし尿は地下式の沈砂槽51
に受け入れられ、大きい砂、砂利が沈降除去され、沈降
しない夾雑物(砂、紙又はゴム等)を含むし尿は沈砂槽
51からオーバーフローして受入槽52に入る。受入槽
52内のし尿は破砕ポンプ53でドラムスクリーン54
及びスクリュープレス55に送られ、夾雑物が除去さ
れ、流量調整槽56に送られ、し尿処理施設(図示せ
ず)に送られ、生物処理等の処理が施される。
2. Description of the Related Art Conventionally, as shown in FIG. 2, human waste transported by a vacuum vehicle 50 is an underground sand settling tank 51.
The large amount of sand and gravel that have been settled are removed by sedimentation, and human waste containing impurities (sand, paper, rubber, etc.) that do not settle overflows from the sand settling tank 51 and enters the receiving tank 52. The human waste in the receiving tank 52 is crushed by the crushing pump 53 and the drum screen 54.
Then, it is sent to the screw press 55 to remove contaminants, sent to the flow rate adjusting tank 56, sent to a night soil treatment facility (not shown), and subjected to treatment such as biological treatment.

【0003】この際、沈砂槽51は沈降した大きい砂や
砂利の定期的な清掃が必要であるが、地下式であるため
清掃が煩雑であり、不衛生であり、現場作業として最も
嫌われる。
At this time, the sand settling tank 51 requires periodic cleaning of large settling sand and gravel, but since it is an underground type, cleaning is complicated and unhygienic, and it is most disliked as field work.

【0004】また受入槽52内のし尿をドラムスクリー
ン54に送る際に、破砕ポンプという特殊なポンプが必
要であるため、コスト高となるばかりでなく、また破砕
ポンプは定期的に回転刃の研磨作業及び回転刃の交換作
業が必要であるため、作業コストがかかる問題がある。
また回転刃の研磨作業及び回転刃の交換作業の間、運転
を停止しないようにするためには、予備の破砕ポンプを
用意して置くことが必要となり、コスト高となる問題が
ある。
Further, when the human waste in the receiving tank 52 is sent to the drum screen 54, a special pump called a crushing pump is required, which not only increases the cost but also the crushing pump regularly grinds the rotary blades. There is a problem in that work cost is required because work and replacement work of the rotary blade are required.
Further, in order to prevent the operation from being stopped during the polishing work of the rotary blade and the replacement work of the rotary blade, it is necessary to prepare and place a spare crushing pump, which causes a problem of high cost.

【0005】[0005]

【発明が解決しようとする課題】そこで本発明は、し尿
処理場で最も嫌われる現場作業となる受入槽の定期的清
掃作業を不要とし、定期的に行なわれる沈砂物の洗浄除
去作業を完全自動化することによって、汚物を取り扱う
現場がなくなり、また破砕ポンプを必要とせず、定期作
業として行なわれていた破砕ポンプの回転刃の研磨作業
及び回転刃の交換作業が不要となり、作業の軽減化をは
かることができ、コストの削減となるし尿処理施設の前
処理方法を提供することを目的とする。
Therefore, the present invention eliminates the need for periodic cleaning work of the receiving tank, which is the most disliked work in the night soil treatment plant, and fully automates the periodic cleaning and removing work of sediments. By doing so, there is no need to handle filth, there is no need for a crushing pump, and the work of polishing the rotary blade of the crushing pump and replacing the rotary blade, which was performed as a regular work, is no longer required, and the work is reduced. It is an object of the present invention to provide a pretreatment method for a human waste treatment facility that can reduce the cost.

【0006】[0006]

【課題を解決するための手段】上記目的を達成し得るし
尿処理施設の前処理方法は、バキューム車から生し尿又
は浄化槽汚泥からなるし尿を受け入れて貯留し、該し尿
を定量的に送液して生物処理するし尿処理施設におい
て、前記し尿を受入槽に直接受け入れずに機械的分離装
置を経由して夾雑物を分離した後、分離し尿を受入槽に
送液すると共に分離された夾雑物をドラムスクリーン及
びスクリュープレスに送ることを特徴とする。
[Means for Solving the Problems] A pretreatment method for a human waste treatment facility that can achieve the above object is to receive and store raw urine from a vacuum truck or human sewage composed of septic tank sludge, and quantitatively transfer the human urine. In a human waste treatment facility for biological treatment by separating the contaminants via a mechanical separation device without directly receiving the human waste into the receiving tank, the separated and sending the urine to the receiving tank and separating the separated contaminants. Characterized by feeding to a drum screen and a screw press.

【0007】また上記目的を達成し得るし尿処理施設の
前処理方法は、バキューム車から生し尿又は浄化槽汚泥
からなるし尿を受け入れて貯留し、該し尿を定量的に送
液して生物処理するし尿処理施設において、前記し尿を
受入槽に直接受け入れずに機械的分離装置を経由して夾
雑物を分離した後、分離し尿を受入槽に送液すると共に
分離された夾雑物をドラムスクリーン及びスクリュープ
レスに送る際に、分離し尿を受入槽に送液するラインに
開閉弁Aを設け、且つ夾雑物をドラムスクリーンに送る
ラインに開閉弁Bを設け、前記開閉弁Aと開閉弁Bの互
いの開閉を反対に同期させ逆作動させ、かつバキューム
車の押し出し加圧力を利用し加圧下で分離し尿と夾雑物
に分離することを特徴とする。
Further, a pretreatment method for a human waste treatment facility that can achieve the above object is to receive and store raw urine from a vacuum truck or human sewage consisting of septic tank sludge, and to quantitatively feed the human urine for biological treatment. In the processing facility, the above-mentioned human waste is not directly received in the receiving tank, but the impurities are separated via a mechanical separation device, and then the separated urine is sent to the receiving tank and the separated impurities are drum screen and screw press. At the time of sending to the receiving tank, an opening / closing valve A is provided in the line for separating and sending the urine to the receiving tank, and an opening / closing valve B is provided in the line for sending the contaminants to the drum screen, so that the opening / closing valve A and the opening / closing valve B are opened and closed mutually. Are synchronized with each other in the opposite direction and reversely operated, and are separated under pressure using a pushing force of a vacuum vehicle to separate into urine and impurities.

【0008】本発明の好ましい態様としては、生し尿又
は浄化槽汚泥を別々に受け入れて機械的分離装置を経由
した後、各々の受入槽又は同一の受入槽に受け入れるこ
とである。
In a preferred embodiment of the present invention, raw urine or septic tank sludge is separately received, passed through a mechanical separating device, and then received in each receiving tank or the same receiving tank.

【0009】また他の好ましい態様としては、機械的分
離装置の分離操作によって該装置の本体内に残存する
石、鉄屑、コイン等の固く重量のある大きな夾雑物を、
1週間ないし10日間毎に無人で自動的に洗浄し、清潔
なものとなるまで繰り返し洗浄した後、系外に取り出す
ことである。
In another preferred embodiment, a large, hard and heavy foreign matter such as stones, iron scraps, coins, etc. remaining in the main body of the mechanical separation device by the separation operation of the mechanical separation device,
Uncleaning is performed automatically every 1 week to 10 days, and after repeatedly washing until it becomes clean, it is taken out of the system.

【0010】本発明において、し尿処理施設とは、生し
尿のみを受け入れて処理する施設であってもよいが、生
し尿以外に浄化槽汚泥等を受け入れて処理する施設であ
ってもよい。浄化槽汚泥というのは、生物処理を行なっ
ている家庭浄化槽や合併浄化槽内の汚泥であり、当該浄
化槽で発生した余剰汚泥が一般的である。
In the present invention, the human waste treatment facility may be a facility that receives and treats only raw urine, but may be a facility that receives and treats septic tank sludge in addition to raw urine. The septic tank sludge is sludge in a domestic septic tank or a combined septic tank that is performing biological treatment, and surplus sludge generated in the septic tank is common.

【0011】本明細書では、生し尿と浄化槽汚泥を区別
しなければ理解できない場合以外は、これらを区別せず
「し尿」と指称する。
In the present specification, unless the raw urine and the septic tank sludge cannot be understood without distinguishing them, they are referred to as "human waste" without distinguishing them.

【0012】し尿処理施設には、一般にし尿を生物処理
するための反応槽と固液分離手段が設けられており、ま
た固液分離手段としては最近では膜処理が採用されてい
るが、特に限定されない。生し尿や浄化槽汚泥をし尿処
理施設で処理する場合は、反応槽に一定量供給するため
の流量調整槽が設けられている。
A human waste treatment facility is generally provided with a reaction tank for biologically treating urine and a solid-liquid separation means, and recently, a membrane treatment has been adopted as the solid-liquid separation means, but it is not particularly limited. Not done. When treating raw urine and septic tank sludge in a urine treatment facility, a flow rate adjusting tank is provided to supply a fixed amount to the reaction tank.

【0013】従って、本発明において、前処理施設とい
うのは、流量調整槽よりも前の処理工程に設けられる施
設であって、夾雑物を除去するための施設を指称してい
る。なお、流量調整槽から反応槽にし尿を供給する過程
で、更に細砂等を除去するための遠心分離手段が付加さ
れることがあるが、この遠心分離手段を本発明の前処理
方法の後工程に付加することもできる。
Therefore, in the present invention, the pretreatment facility is a facility provided in a treatment process prior to the flow rate adjusting tank, and refers to a facility for removing impurities. In the process of supplying urine from the flow rate adjusting tank to the reaction tank, centrifugal separation means for removing fine sand may be added, but this centrifugal separation means is used after the pretreatment method of the present invention. It can also be added to the process.

【0014】[0014]

【作用】本発明では、バキューム車からし尿を受入槽に
直接受け入れずに機械的分離装置を経由して夾雑物を分
離した後、分離し尿を受入槽に送液すると共に分離され
た夾雑物をドラムスクリーン及びスクリュープレスに送
るために、し尿処理場で最も嫌われる現場作業となる受
入槽の定期的清掃作業が不要となる。また上記の分離装
置を用いたため定期的に行なわれる沈砂物の洗浄除去作
業を完全自動化することが可能となり、それによって汚
物を取り扱う現場がなくなる。更に従来のような破砕ポ
ンプを必要とせず、定期作業として行なわれていた破砕
ポンプの回転刃の研磨作業及び回転刃の交換作業が不要
となり、作業の軽減化をはかることができ、コストの削
減となる。
In the present invention, the contaminants are separated from the vacuum car without directly receiving the human waste into the receiving tank through the mechanical separating device, and then the separated urine is sent to the receiving tank and the separated foreign matter is removed. Since it is sent to the drum screen and the screw press, the periodical cleaning work of the receiving tank, which is the most disliked work at the night soil treatment plant, becomes unnecessary. Further, since the above separating device is used, it is possible to completely automate the washing and removing work of the sediment, which is regularly performed, whereby the site for handling the waste is eliminated. Furthermore, the conventional crushing pump is not required, and the grinding work of the crushing rotary blade of the crushing pump and the replacement work of the rotary blade, which were performed as regular work, become unnecessary, and the work can be reduced, and the cost can be reduced. Becomes

【0015】またし尿を受入槽に直接受け入れずに機械
的分離装置を経由して夾雑物を分離した後、分離し尿を
受入槽に送液すると共に分離された夾雑物をドラムスク
リーン及びスクリュープレスに送る際に、分離し尿を受
入槽に送液するラインに開閉弁Aを設け、且つ夾雑物を
ドラムスクリーンに送るラインに開閉弁Bを設け、前記
開閉弁Aと開閉弁Bの互いの開閉を反対に同期させ逆作
動させ、かつバキューム車の押し出し加圧力を利用し加
圧下で分離し尿と夾雑物に分離することによって、分離
し尿と夾雑物の分離を確実に行なうことができ、特に自
動化の実現に効果的である。
Further, after the urine is not directly received in the receiving tank and the impurities are separated through a mechanical separating device, the separated urine is sent to the receiving tank and the separated impurities are transferred to a drum screen and a screw press. At the time of sending, an opening / closing valve A is provided in a line for separating and sending urine to a receiving tank, and an opening / closing valve B is provided in a line for sending contaminants to a drum screen so that the opening / closing valve A and the opening / closing valve B are opened and closed with each other. On the contrary, the urine and the contaminants are synchronized with each other, and the urine and the contaminants are separated under pressure by using the pushing force of the vacuum car to separate the urine and the contaminants. It is effective for realization.

【0016】更に生し尿又は浄化槽汚泥を別々に受け入
れて機械的分離装置を経由した後、各々の受入槽又は同
一の受入槽に受け入れることによって、受け入れし尿の
種類が多くなっても、上記の目的を達成しつつ受け入れ
ることができる。
Further, by accepting raw urine or septic tank sludge separately and passing through a mechanical separation device, and then receiving them in each receiving tank or the same receiving tank, even if the number of kinds of urine received increases, the above-mentioned purpose Can be accepted while achieving.

【0017】また機械的分離装置の分離操作によって該
装置の本体内に残存する石、鉄屑、コイン等の固く重量
のある大きな夾雑物を、1週間ないし10日間毎に無人
で自動的に洗浄し、清潔なものとなるまで繰り返し洗浄
した後、系外に取り出すことによって、上記目的をより
効果的に達成できるばかりでなく、特に作業衛生に優
れ、系外排出の際にも現場作業員に嫌われない。
Further, by the separation operation of the mechanical separation device, stones, iron scraps, coins and other large, hard and heavy contaminants remaining in the main body of the device are automatically washed unattended every one week to ten days. However, by repeatedly washing the product until it becomes clean, and taking it out of the system, it is possible to not only achieve the above objectives more effectively, but also it excels in work hygiene, and is suitable for field workers when it is discharged from the system. I don't dislike it.

【0018】[0018]

【実施例】以下、図面に基づき本発明の実施例を説明す
るが、かかる実施例によって本発明が限定されるもので
はない。
Embodiments of the present invention will be described below with reference to the drawings, but the present invention is not limited to the embodiments.

【0019】図1は、本発明のし尿処理施設の前処理方
法の一例を示すフロー図である。同図において、1は生
し尿や浄化槽汚泥を搬入するためのバキューム車であ
る。2は生し尿を機械的分離装置4に投入するための投
入配管であり、3は浄化槽汚泥を該分離装置4に投入す
るための投入配管である。本実施例では生し尿用配管2
と浄化槽汚泥用配管3の2ラインが別々に設けられてい
るが、共用の配管を1ライン設けるだけでもよい。
FIG. 1 is a flow chart showing an example of the pretreatment method of the night soil treatment facility of the present invention. In the figure, 1 is a vacuum truck for carrying raw urine and septic tank sludge. Reference numeral 2 is a supply pipe for supplying raw urine to the mechanical separation device 4, and 3 is a supply pipe for supplying septic tank sludge to the separation device 4. In this embodiment, raw urine pipe 2
Although the two lines of the pipe 3 for septic tank sludge and the line 3 are separately provided, it is also possible to provide only one line for common use.

【0020】配管2、3の一端には各々バキューム車用
ジャンクション201、301が設けられており、配管
2には開閉弁202、サイトグラス(覗窓)203、配
管3には開閉弁302、サイトグラス303が各々設け
られている。204、304は配管2、3に各々設けら
れるドレン弁である。
Vacuum pipe junctions 201 and 301 are provided at one ends of the pipes 2 and 3, respectively. The pipe 2 has an on-off valve 202, a sight glass 203, and the pipe 3 has an on-off valve 302 and a site. Each glass 303 is provided. Drain valves 204 and 304 are provided in the pipes 2 and 3, respectively.

【0021】機械的分離装置4は生し尿や浄化槽汚泥を
受け入れて夾雑物を加圧下で分離するための装置であ
る。該分離装置4は内部空洞の本体401の下側部に排
出部402が設けられ、該排出部402の入り口にはス
クリーン403が設けられており、該スクリーン403
の前方には攪拌翼404が設けられている。405はサ
イトグラスであり、406は液面計である。本実施例で
は隔膜式の液面計を用いたため、加圧下で隔膜を保護す
るための元弁407が設けられている。
The mechanical separation device 4 is a device for receiving raw urine and septic tank sludge and separating impurities under pressure. The separating device 4 is provided with a discharge part 402 on the lower side of the main body 401 of the internal cavity, and a screen 403 is provided at the entrance of the discharge part 402.
A stirring blade 404 is provided in front of. 405 is a sight glass, and 406 is a liquid level gauge. In this embodiment, since the diaphragm type liquid level gauge is used, the main valve 407 for protecting the diaphragm under pressure is provided.

【0022】本体401は圧力がかかるため耐圧性を有
していることが好ましい。スクリーン403は夾雑物を
分離できる目開きを有していることが必要であり、0.
2〜2mmの範囲の目開きを有していることが好まし
い。本実施例では上下方向のスリット(スリット幅0.
1mm)を有するスクリーンを用いているが、スリット
の向きは限定されず、またスリットでなくパンチング孔
であってもよい。攪拌翼404はスクリーン403に夾
雑物が目詰まりするのを防止するためのもので、スクリ
ーン403の表面を連続的に攪拌したり、あるいは掻き
取ることが好ましい。攪拌翼はブレードのようなもので
スクリーンの目に沿って上下動する構成でもよいし、ス
クリーンの表面でブレードを回転させる構成でもよい。
また攪拌翼を用いずにスクリーンの目に櫛を差し込んで
上下動させるようにしてもよい。
Since the main body 401 is under pressure, it preferably has pressure resistance. It is necessary that the screen 403 has an opening capable of separating impurities, and
It is preferable to have an opening in the range of 2 to 2 mm. In this embodiment, slits in the vertical direction (slit width 0.
Although a screen having a size of 1 mm) is used, the orientation of the slit is not limited, and a punching hole may be used instead of the slit. The stirring blade 404 is for preventing foreign matters from clogging the screen 403, and it is preferable to continuously stir or scrape the surface of the screen 403. The stirring blade may be configured like a blade and moved up and down along the eyes of the screen, or the blade may be rotated on the surface of the screen.
Alternatively, a comb may be inserted in the screen and moved up and down without using the stirring blade.

【0023】排出部402には分離生し尿又は浄化槽汚
泥の排出配管5が接続されており、該排出配管5は分離
生し尿を生し尿受入槽6に送るための生し尿配管7と、
分離浄化槽汚泥を浄化槽汚泥受入槽8に送るための浄化
槽汚泥配管9に分岐している。排出配管5には開閉弁5
01、生し尿配管7には開閉弁701、浄化槽汚泥配管
9には開閉弁901が設けられている。
A discharge pipe 5 for separating raw urine or septic tank sludge is connected to the discharge section 402, and the discharge pipe 5 is a raw urine pipe 7 for separating raw urine and sending it to the urine receiving tank 6.
It is branched to a septic tank sludge pipe 9 for sending the separation septic tank sludge to the septic tank sludge receiving tank 8. The discharge pipe 5 has an on-off valve 5
01, an open / close valve 701 is provided in the raw urine pipe 7, and an open / close valve 901 is provided in the septic tank sludge pipe 9.

【0024】10は分離装置4のスクリーン403に洗
浄水を供給するための配管であり、該配管には開閉弁1
01が設けられている。この洗浄水が本体401内に供
給されると、分離装置4の分離操作によって本体401
内に残存する石、鉄屑、コイン等の固く重量のある大き
な夾雑物が洗浄される。本実施例では1週間ないし10
日間毎に無人で自動的に洗浄し、清潔なものとなるまで
繰り返し洗浄する。洗浄後本体401内の夾雑物を系外
に取り出す際には、自動化装置(図示せず)で自動的に
搬出し、焼却するこもできるが、洗浄によって清潔にな
っているので、現場作業員に嫌われることもなく手作業
で行なえる。
Reference numeral 10 is a pipe for supplying washing water to the screen 403 of the separating device 4, and the pipe has an opening / closing valve 1
01 is provided. When this cleaning water is supplied into the main body 401, the separation operation of the separation device 4 causes the main body 401.
Large, hard and heavy contaminants such as stones, iron scraps, and coins remaining inside are cleaned. In this embodiment, 1 week to 10
Automatically cleans every day and repeats until clean. When removing the impurities in the main body 401 after cleaning from the system, it can be automatically carried out and incinerated by an automation device (not shown), but since it is cleaned by cleaning, it can be used by field workers. It can be done manually without being disliked.

【0025】本実施例において、洗浄水はスクリーンの
裏側から供給されれば、スクリーンに目詰まりした夾雑
物を除去できるので好ましい。
In the present embodiment, it is preferable that the cleaning water is supplied from the back side of the screen because it is possible to remove impurities clogging the screen.

【0026】11はスクリーン403で分離された夾雑
物をドラムスクリーン12に移送するための配管であ
り、開閉弁111が設けられている。
Reference numeral 11 is a pipe for transferring the impurities separated by the screen 403 to the drum screen 12, and an on-off valve 111 is provided.

【0027】ドラムスクリーン12は紙、繊維、ゴム等
の夾雑物を分離する機能を果たし、分離された夾雑物は
スクリュープレス13に送られ、脱水され、搬送コンベ
ア14にて図示しない焼却炉に送られ焼却される。
The drum screen 12 has a function of separating foreign matters such as paper, fibers, rubber, etc. The separated foreign matters are sent to the screw press 13 and dehydrated, and sent to an incinerator (not shown) by the conveyor 14. It is incinerated and incinerated.

【0028】121はドラムスクリーン12へ洗浄水を
供給する配管であり、開閉弁122が設けられている。
131はスクリュープレス13へ洗浄水を供給する配管
であり、開閉弁132が設けられている。ドラムスクリ
ーン12で分離された排水や洗浄排水は配管123及び
124を介して生し尿受入槽6に送られ、また同様にし
てスクリュープレス13で脱水された濾液や洗浄排水も
配管133及び124を介して生し尿受入槽6に送られ
る。125は開閉弁である。
Reference numeral 121 is a pipe for supplying washing water to the drum screen 12, and an opening / closing valve 122 is provided.
Reference numeral 131 is a pipe for supplying washing water to the screw press 13, and an opening / closing valve 132 is provided. Wastewater and cleaning wastewater separated by the drum screen 12 are sent to the urine receiving tank 6 through the pipes 123 and 124, and the filtrate and cleaning wastewater similarly dehydrated by the screw press 13 are also passed through the pipes 133 and 124. And sent to fresh urine receiving tank 6. Reference numeral 125 is an on-off valve.

【0029】なお134は浄化槽汚泥を受け入れる際
に、ドラムスクリーン12で分離された排水、洗浄排水
あるいはスクリュープレス13で脱水された濾液や洗浄
排水を浄化槽汚泥受入槽8に送るための配管である。1
35は配管134に設けられた開閉弁である。
When the septic tank sludge is received, it is a pipe for sending the waste water separated by the drum screen 12, the cleaning waste water, or the filtrate and the cleaning waste water dehydrated by the screw press 13 to the septic tank sludge receiving tank 8. 1
An on-off valve 35 is provided in the pipe 134.

【0030】15は生し尿受入槽6内の生し尿をし尿処
理施設に供給するための生し尿送液ポンプであり、16
は浄化槽汚泥受入槽8内の浄化槽汚泥をし尿処理施設に
供給するための浄化槽汚泥送液ポンプである。
Reference numeral 15 is a live urine delivery pump for supplying live urine in the live urine receiving tank 6 to a raw urine processing facility, and 16
Is a septic tank sludge feed pump for supplying the septic tank sludge in the septic tank sludge receiving tank 8 to the urine treatment facility.

【0031】浄化槽汚泥送液ポンプ16はバキューム車
1の生し尿又は浄化槽汚泥の投入完了時に、本体401
の内部がし渣で濃縮されることを防止するため、浄化槽
汚泥受入槽8内の液を前記本体401に供給するポンプ
として用いることもできるが、別途供給ポンプを設けて
もよい。
The septic tank sludge feed pump 16 is provided in the main body 401 when the raw urine of the vacuum car 1 or the septic tank sludge is completely supplied.
In order to prevent the inside of the container from being concentrated by the residue, it can be used as a pump for supplying the liquid in the septic tank sludge receiving tank 8 to the main body 401, but a separate supply pump may be provided.

【0032】161は浄化槽汚泥受入槽8内の液を前記
本体401に供給する配管であり、開閉弁162が設け
られている。
Reference numeral 161 is a pipe for supplying the liquid in the septic tank sludge receiving tank 8 to the main body 401, and an opening / closing valve 162 is provided.

【0033】次に本発明の前処理方法について詳述す
る。本実施例では、全ての開閉弁はタイマーあるいは他
の信号等によって自動開閉するように構成され、また全
ての機器は図示しない制御室で自動あるいは手動によっ
てに駆動と停止が可能なように構成されている。制御室
には生し尿と浄化槽汚泥の受け入れを選別できるように
し尿選別ボタンが設けられている。
Next, the pretreatment method of the present invention will be described in detail. In this embodiment, all the on-off valves are configured to be automatically opened / closed by a timer or other signals, and all devices are configured to be able to be driven and stopped automatically or manually in a control room (not shown). ing. The control room is equipped with a urine selection button that allows the selection of raw urine and septic tank sludge to be selected.

【0034】代表例として生し尿の受け入れについて説
明する。始めにドラムスクリーン12、スクリュープレ
ス13、搬送コンベア14を各々駆動する。開閉弁11
1、開閉弁501はスタート時全開にしておく。また開
閉弁901を閉にしておく。
Acceptance of live urine will be described as a typical example. First, the drum screen 12, the screw press 13, and the conveyor 14 are driven. On-off valve 11
1. The open / close valve 501 is fully opened at the start. Further, the open / close valve 901 is closed.

【0035】トラックスケールで計量を完了したバキュ
ーム車1は図示しない受入室に入り、所定位置に停止す
る。次いでバキューム車1の排出ホースをジャンクショ
ン201に接続する。バキューム車1の排出ポンプを駆
動した後、「生し尿」の選別ボタンを押す。このことに
より開閉弁202、開閉弁701が開となり、生し尿の
投入が開始され、分離装置4の攪拌翼404が始動す
る。この時開閉弁111は閉にする。
The vacuum truck 1 which has completed the weighing on the truck scale enters a receiving chamber (not shown) and stops at a predetermined position. Then, the discharge hose of the vacuum vehicle 1 is connected to the junction 201. After driving the vacuum pump of the vacuum car 1, press the "live urine" selection button. As a result, the on-off valve 202 and the on-off valve 701 are opened, the supply of raw urine is started, and the stirring blade 404 of the separation device 4 is started. At this time, the open / close valve 111 is closed.

【0036】本実施例では、分離装置4に生し尿を投入
する際に、バキューム車1のポンプ圧による押し出し加
圧力を利用している。分離装置4内には生し尿が満杯に
充填され、加圧状態になる。かかる加圧状態にすること
によって夾雑物の分離が用意になり、また自動化が可能
となる。加圧状態を作るにはバキューム車1の排出ポン
プによらず、別途吸引ポンプを設けることもできる。特
にバキューム車1の排出ポンプの吐出圧力が不足してい
る場合には効果的である。
In this embodiment, when the fresh urine is put into the separating device 4, the pushing pressure force by the pump pressure of the vacuum car 1 is used. The separation device 4 is filled with fresh urine and is in a pressurized state. By applying such a pressurized state, the separation of contaminants becomes easy and automation becomes possible. A suction pump can be separately provided to create the pressurized state, instead of the discharge pump of the vacuum vehicle 1. This is especially effective when the discharge pressure of the discharge pump of the vacuum vehicle 1 is insufficient.

【0037】分離装置4の本体401内は加圧状態とな
り、投入開始から所定時間経過後、好ましくは2分後、
開閉弁701を閉にし、開閉弁111を開にする。この
状態を所定時間、好ましくは1分間保ち、再び開閉弁7
01を開にし、開閉弁111を閉にする。次にこの操作
を、2分−1分−2分−1分・・・・のタイムサイクル
で繰り返す。このように開閉弁701と開閉弁111を
開閉を逆作動させることによって分離の自動化が可能と
なる。
The inside of the main body 401 of the separating apparatus 4 is in a pressurized state, and after a lapse of a predetermined time from the start of charging, preferably 2 minutes later
The on-off valve 701 is closed and the on-off valve 111 is opened. This state is maintained for a predetermined time, preferably 1 minute, and the on-off valve 7 is turned on again.
01 is opened and the on-off valve 111 is closed. Next, this operation is repeated in a time cycle of 2 minutes-1 minute-2 minutes-1 minute ... In this way, by opening and closing the on-off valve 701 and the on-off valve 111 in reverse, the separation can be automated.

【0038】本発明では、かかるタイムサイクルに従っ
た開閉弁の逆作動制御を「同期」と表現している。
In the present invention, the reverse operation control of the on-off valve according to such a time cycle is expressed as "synchronization".

【0039】上記実施例では開閉弁701と開閉弁11
1の開閉制御を全開と全閉の逆作動によって行なってい
るが、以下の方法も好ましい。即ち、分離装置4の本体
401内は加圧状態となり、投入開始から所定時間経過
後、好ましくは2分後、開閉弁701を開度100%か
ら開度20%にし、開閉弁111を開にする。この状態
を所定時間、好ましくは1分間保ち、再び開閉弁701
を開度20%から開度100%にし、開閉弁111を閉
にする。次にこの操作を、2分−1分−2分−1分・・
・のタイムサイクルで繰り返す。
In the above embodiment, the on-off valve 701 and the on-off valve 11
Although the opening / closing control of No. 1 is performed by the reverse operation of full opening and full closing, the following method is also preferable. That is, the inside of the main body 401 of the separation device 4 is in a pressurized state, and after a lapse of a predetermined time, preferably 2 minutes after the start of charging, the opening / closing valve 701 is changed from 100% opening to 20% opening and the opening / closing valve 111 is opened. To do. This state is maintained for a predetermined time, preferably 1 minute, and the on-off valve 701 is again opened.
Is changed from 20% to 100% and the on-off valve 111 is closed. Next, perform this operation for 2 minutes-1 minute-2 minutes-1 minute ...
・ Repeat in the time cycle.

【0040】このように開閉弁701の開度に関し、閉
の状態でも開度20%を保つようにしているのは、以下
の理由による。即ち、分離装置の運転が加圧状態で行な
われるので、開閉弁701と同期させて開閉する開閉弁
111がシーケンス不良等で開とならかった場合には、
完全な閉鎖系が形成され、投入ラインにおいて強度的に
弱い部分が破裂したり、あるいはホースはずれ等が起る
おそれも無いとは言えない。これらを防止するために、
上記のように20%程度の逃げを設けておくことが好ま
しい。
The reason why the opening degree of the on-off valve 701 is kept at 20% even in the closed state is as follows. That is, since the operation of the separation device is performed under pressure, when the on-off valve 111 that opens and closes in synchronization with the on-off valve 701 does not open due to a sequence failure or the like,
It cannot be said that a completely closed system is formed, and there is no risk that a weak portion of the charging line will rupture or the hose will come off. To prevent these,
It is preferable to provide a relief of about 20% as described above.

【0041】投入配管2に設けられたサイトグラス20
3を見て、生し尿の流れがなくなった時点でボタン操作
で開閉弁202を閉じ、所定時間、好ましくは1分後、
開閉弁701を閉じる。この際バキューム車1の排出ポ
ンプを逆作動させ、ホースジョイント部の残留生し尿を
吸い取ることが好ましい。次いでバキューム車1の排出
ホースをジャンクション201から取り外し退室する。
Sight glass 20 provided in the charging pipe 2
3, the open / close valve 202 is closed by a button operation when the flow of live urine disappears, and after a predetermined time, preferably 1 minute,
The on-off valve 701 is closed. At this time, it is preferable to reversely operate the discharge pump of the vacuum vehicle 1 to suck the residual raw urine at the hose joint. Next, the discharge hose of the vacuum vehicle 1 is removed from the junction 201 and the room is exited.

【0042】バキューム車1の投入完了時に、本体40
1の内部がし渣で濃縮されることを防止するため、定期
的に(通常毎日夕方)開閉弁162を開き、ポンプ16
を駆動し、浄化槽汚泥受入槽内の液を前記本体401に
供給する。この作業は5分程度が好ましい。
At the completion of loading the vacuum vehicle 1, the main body 40
In order to prevent the inside of No. 1 from condensing with residue, the on-off valve 162 is opened regularly (usually every evening in the evening), and
To supply the liquid in the septic tank sludge receiving tank to the main body 401. About 5 minutes is preferable for this work.

【0043】またこの作業の後あるいは同時に、開閉弁
122及び開閉弁132を開き、好ましくは2分間ドラ
ムスクリーン12及びスクリュープレス13を洗浄す
る。
After or at the same time as this work, the on-off valve 122 and the on-off valve 132 are opened, and preferably the drum screen 12 and the screw press 13 are washed for 2 minutes.

【0044】以上のようにして生し尿を受け入れること
ができるが、浄化槽汚泥も同様に受け入れることができ
る。但し、開閉弁は浄化槽汚泥受入用のものを用いるこ
とは当然である。
Raw urine can be received as described above, but septic tank sludge can also be received in the same manner. However, it is natural to use the open / close valve for receiving septic tank sludge.

【0045】次に、分離装置内の内部滞留物の洗浄及び
取り出し作業について説明する。機械的分離装置4の分
離操作によって該装置4の本体401内には、石、鉄
屑、コイン等の固く重量のある大きな夾雑物が残存す
る。この残存物を1週間ないし10日間毎に無人で自動
的に洗浄し、清潔なものとなるまで繰り返し洗浄する。
Next, the cleaning and taking-out work of the internal stagnant material in the separator will be described. Due to the separating operation of the mechanical separating device 4, large hard and heavy impurities such as stones, iron scraps and coins remain in the main body 401 of the device 4. The residue is automatically washed every week to 10 days unattended and repeatedly washed until it becomes clean.

【0046】始めに分離装置4の液面計406の元弁4
07を開ける。次いで開閉弁501、701を開け、ド
レンアウトする。次いで液面計406が所定の下限にな
ると、開閉弁501、701を閉じる。次に開閉弁10
1が全開し、洗浄水が本体401内の所定上限まで張ら
れる。次いで攪拌翼404が5分間駆動する。その後、
開閉弁501、701を開き、ドレンアウトする。
First, the main valve 4 of the liquid level gauge 406 of the separation device 4
Open 07. Next, the on-off valves 501 and 701 are opened and drained out. Next, when the liquid level gauge 406 reaches a predetermined lower limit, the on-off valves 501 and 701 are closed. Next, the on-off valve 10
1 is fully opened, and washing water is filled up to a predetermined upper limit in the main body 401. Next, the stirring blade 404 is driven for 5 minutes. afterwards,
The on-off valves 501 and 701 are opened and drained out.

【0047】上記の操作を少なくとも2回繰り返し、滞
留物を洗浄する。次いで本体401に設けられた図示し
ないハンドホールを開け、内部滞留物を排出する。排出
が完了したら、ハンドホールを閉め、洗浄水を溜め満水
にする。
The above operation is repeated at least twice to wash the retentate. Next, a hand hole (not shown) provided in the main body 401 is opened to discharge the internal retention material. When the drainage is completed, close the handhole and store the wash water to fill it.

【0048】なお内部滞留物を系外に取り出す際には、
自動化装置(図示せず)で自動的に搬出し、焼却するこ
もできるが、上記洗浄によって清潔になっているので、
現場作業員に嫌われることもなく手作業で行なえる。
When the internal retentate is taken out of the system,
It can be automatically carried out by an automated device (not shown) and incinerated, but since it has been cleaned by the above cleaning,
It can be done manually without being disliked by field workers.

【0049】以上の実施例で洗浄水は、水道水、し尿処
理水(二次処理又は三次処理したものでもよい)、工業
用水等を用いることができる。
As the washing water in the above embodiments, tap water, human waste treated water (which may be secondary treated or tertiary treated), industrial water, etc. may be used.

【0050】[0050]

【発明の効果】本発明によれば、し尿処理場で最も嫌わ
れる現場作業となる受入槽の定期的清掃作業が不要とな
り、また破砕ポンプを必要とせず、定期作業として行な
われていた破砕ポンプの回転刃の研磨作業及び回転刃の
交換作業が不要となり、作業の軽減化をはかることがで
き、コストの削減となる。
EFFECTS OF THE INVENTION According to the present invention, the regular cleaning work of the receiving tank which is the most disliked work in the night soil treatment plant becomes unnecessary, and the crushing pump is not required. Since the work of polishing the rotary blade and the work of replacing the rotary blade are not required, the work can be reduced and the cost can be reduced.

【0051】また定期的に行なわれる沈砂物の洗浄除去
作業を完全自動化することが可能となり、それによって
汚物を取り扱う現場がなくなり、作業性、衛生性が更に
改善される。
Further, it becomes possible to completely automate the washing and removing work of the sediment, which is carried out regularly, so that there is no site for handling the waste, and the workability and hygiene are further improved.

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

【図1】本発明の一実施例を示すフロー図FIG. 1 is a flow chart showing an embodiment of the present invention.

【図2】従来例を示すフロー図FIG. 2 is a flowchart showing a conventional example.

【符号の説明】[Explanation of symbols]

1:バキューム車 2:投入配管 201:バキューム車用ジャンクション 202:開閉弁 203:サイトグラス 204:ドレン弁 3:投入配管 301:バキューム車用ジャンクション 302:開閉弁 303:サイトグラス 304:ドレン弁 4:機械的分離装置 401:本体 402:排出部 403:スクリーン 404:攪拌翼 405:サイトグラス 406:液面計 407:元弁 5:排出配管 501:開閉弁 6:生し尿受入槽 7:生し尿配管 701:開閉弁 8:浄化槽汚泥受入槽 9:浄化槽汚泥配管 901:開閉弁 10:配管 101:開閉弁 11:配管 111:開閉弁 12:ドラムスクリーン 121:配管 122:開閉弁 123:配管 124:配管 125:開閉弁 13:スクリュープレス 131:配管 132:開閉弁 133:配管 134:配管 135:開閉弁 14:搬送コンベア 15:生し尿送液ポンプ 16:浄化槽汚泥送液ポンプ 161:配管 162:開閉弁 1: Vacuum car 2: Injection pipe 201: Vacuum car junction 202: Open / close valve 203: Sight glass 204: Drain valve 3: Injection pipe 301: Vacuum car junction 302: Open / close valve 303: Sight glass 304: Drain valve 4: Mechanical separation device 401: Main body 402: Discharge unit 403: Screen 404: Stirring blade 405: Sight glass 406: Liquid level gauge 407: Main valve 5: Discharge pipe 501: Open / close valve 6: Live urine receiving tank 7: Live urine pipe 701: Open / close valve 8: Septic tank sludge receiving tank 9: Septic tank sludge piping 901: Open / close valve 10: Piping 101: Open / close valve 11: Piping 111: Open / close valve 12: Drum screen 121: Piping 122: Open / close valve 123: Piping 124: Piping 125: on-off valve 13: screw press 131: piping 132: on-off valve 1 33: Piping 134: Piping 135: Open / close valve 14: Conveyor 15: Live urine liquid feed pump 16: Septic tank sludge liquid feed pump 161: Pipe 162: Open / close valve

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】バキューム車から生し尿又は浄化槽汚泥か
らなるし尿を受け入れて貯留し、該し尿を定量的に送液
して生物処理するし尿処理施設において、前記し尿を受
入槽に直接受け入れずに機械的分離装置を経由して夾雑
物を分離した後、分離し尿を受入槽に送液すると共に分
離された夾雑物をドラムスクリーン及びスクリュープレ
スに送ることを特徴とするし尿処理施設の前処理方法。
1. A human waste treatment facility for receiving and storing fresh urine from a vacuum truck or human sewage consisting of septic tank sludge, and quantitatively sending the human urine for biological treatment without directly receiving the human urine into the receiving tank. A method for pretreatment of a waste urine treatment facility, which comprises separating contaminants via a mechanical separator, feeding the separated urine to a receiving tank, and feeding the separated contaminants to a drum screen and a screw press. .
【請求項2】バキューム車から生し尿又は浄化槽汚泥か
らなるし尿を受け入れて貯留し、該し尿を定量的に送液
して生物処理するし尿処理施設において、前記し尿を受
入槽に直接受け入れずに機械的分離装置を経由して夾雑
物を分離した後、分離し尿を受入槽に送液すると共に分
離された夾雑物をドラムスクリーン及びスクリュープレ
スに送る際に、分離し尿を受入槽に送液するラインに開
閉弁Aを設け、且つ夾雑物をドラムスクリーンに送るラ
インに開閉弁Bを設け、前記開閉弁Aと開閉弁Bの互い
の開閉を反対に同期させ逆作動させ、かつバキューム車
の押し出し加圧力を利用し加圧下で分離し尿と夾雑物に
分離することを特徴とするし尿処理施設の前処理方法。
2. In a human waste treatment facility for receiving and storing fresh urine from a vacuum truck or human waste composed of septic tank sludge, and quantitatively sending the human urine to perform biological treatment, the human urine is not directly received in the receiving tank. After separating the contaminants via a mechanical separation device, separate and send the urine to the receiving tank, and also separate the urine to the receiving tank when sending the separated contaminants to the drum screen and screw press. An on-off valve A is provided on the line, and an on-off valve B is provided on the line for feeding contaminants to the drum screen, so that the on-off valve A and the on-off valve B are opened and closed in the opposite direction and the reverse operation is performed, and the vacuum vehicle is pushed out. A pretreatment method for a human waste treatment facility, characterized in that it is separated under pressure using a pressurizing force to separate into urine and impurities.
【請求項3】生し尿又は浄化槽汚泥を別々に受け入れて
機械的分離装置を経由した後、各々の受入槽又は同一の
受入槽に受け入れることを特徴とする請求項1又は2記
載のし尿処理施設の前処理方法。
3. The human waste treatment facility according to claim 1 or 2, wherein the raw sewage or the septic tank sludge is separately received and passed through a mechanical separation device before being received in each receiving tank or the same receiving tank. Pretreatment method.
【請求項4】機械的分離装置の分離操作によって該装置
の本体内に残存する石、鉄屑、コイン等の固く重量のあ
る大きな夾雑物を、1週間ないし10日間毎に無人で自
動的に洗浄し、清潔なものとなるまで繰り返し洗浄した
後、系外に取り出すことを特徴とする請求項1、2又は
3記載し尿処理施設の前処理方法。
4. A hard and heavy foreign substance such as stones, iron scraps, coins, etc. remaining in the main body of the mechanical separating device is automatically and automatically left unattended every one week to ten days. The pretreatment method for a urine treatment facility according to claim 1, 2 or 3, wherein the pretreatment method is performed after washing and repeatedly washing until it becomes clean.
JP3462495A 1995-01-31 1995-01-31 Pretreatment method of human waste treatment facility Expired - Fee Related JP2912561B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3462495A JP2912561B2 (en) 1995-01-31 1995-01-31 Pretreatment method of human waste treatment facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3462495A JP2912561B2 (en) 1995-01-31 1995-01-31 Pretreatment method of human waste treatment facility

Publications (2)

Publication Number Publication Date
JPH08206638A true JPH08206638A (en) 1996-08-13
JP2912561B2 JP2912561B2 (en) 1999-06-28

Family

ID=12419553

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3462495A Expired - Fee Related JP2912561B2 (en) 1995-01-31 1995-01-31 Pretreatment method of human waste treatment facility

Country Status (1)

Country Link
JP (1) JP2912561B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101131957B1 (en) * 2010-08-20 2012-04-17 거림환경 주식회사 Adulteration disposal device
KR101400808B1 (en) * 2012-08-28 2014-05-30 한국전력공사 Gas collection device
CN106045261A (en) * 2016-05-27 2016-10-26 石柏军 Method and equipment for sewage suction and purification treatment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101131957B1 (en) * 2010-08-20 2012-04-17 거림환경 주식회사 Adulteration disposal device
KR101400808B1 (en) * 2012-08-28 2014-05-30 한국전력공사 Gas collection device
CN106045261A (en) * 2016-05-27 2016-10-26 石柏军 Method and equipment for sewage suction and purification treatment

Also Published As

Publication number Publication date
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