JP3153900B2 - Simple treatment method for muddy water and portable assembly type simple treatment device. - Google Patents
Simple treatment method for muddy water and portable assembly type simple treatment device.Info
- Publication number
- JP3153900B2 JP3153900B2 JP16942595A JP16942595A JP3153900B2 JP 3153900 B2 JP3153900 B2 JP 3153900B2 JP 16942595 A JP16942595 A JP 16942595A JP 16942595 A JP16942595 A JP 16942595A JP 3153900 B2 JP3153900 B2 JP 3153900B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- muddy water
- treatment
- mud
- tank
- 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
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Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、下水道工事等で発
生する泥水の脱水処理を行い、水と残土に分離する方法
及び可搬組立式簡易処理装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for dewatering muddy water generated in sewerage works and the like, separating the water and residual soil, and a portable assembly type simple processing apparatus.
【0002】[0002]
【従来の技術】従来、下水道工事の立抗内等で発生する
泥水は、大量に水が含まれており、水中ポンプ等で汲み
出して沈殿槽を通して排水路等へそのまま流していた
が、ヘドロや細砂の場合、環境保護の観点から好ましく
なく、また排水路の詰まりの原因になるという問題もあ
った。そこで近年、泥水の処理方法やその装置が開発さ
れている。これらの方法は、概ね、泥水を処理槽に入
れ、薬品処理または、遠心処理を行って水と泥に分離し
た後、ケーキ状または凝固結させて処理するものであ
り、これらの処理を行うための装置は、工事現場まで運
搬して、設置もしくは組み立てて使用している。2. Description of the Related Art Conventionally, muddy water generated in a pit, etc. of a sewerage work contains a large amount of water, and has been pumped out by a submersible pump or the like and directly flowed through a sedimentation tank to a drainage channel. In the case of fine sand, there is a problem that it is not preferable from the viewpoint of environmental protection and causes clogging of a drainage channel. Therefore, in recent years, a method and an apparatus for treating muddy water have been developed. Generally, these methods are to put muddy water into a treatment tank, perform chemical treatment or centrifugal treatment, separate the water and mud, and then treat them by cake or coagulation. Is transported to a construction site and installed or assembled for use.
【0003】[0003]
【発明が解決しようとする課題】しかし、上記従来の装
置はいずれも大掛かりなもので、比較的小型のもので
も、縦4m、横2m以上で、重さが2トン以上になるた
め、例えば、住宅地での下水道工事等の使用には、大き
過ぎて設置スペースの確保ができず、また現場への運搬
も、住宅街の通過が困難な場合が多い。それ故、小型で
簡易な泥水の簡易処理装置の開発が切望されていた。However, all of the above-mentioned conventional devices are large-scale devices, and even relatively small devices are 4 m in length, 2 m or more in width and 2 tons or more in weight. For use in sewerage works in residential areas, it is too large to secure an installation space, and it is often difficult to transport to the site through a residential area. Therefore, development of a small and simple muddy water treatment apparatus has been desired.
【0004】また、泥水を処理槽内で薬品処理により水
と泥に分離する場合、分離効果を上げるため、薬品処理
に用いられる処理剤を泥水に十分に溶解させる必要上、
従来はスクリュー等による攪拌が行われているが、この
方法では隅部における未攪拌や溶解に時間がかかるとい
う問題があった。さらにまた、従来は、薬品処理により
水と泥に分離したものを圧送により網状容器に入れて脱
水しているが、この方法では、一度分離したものを圧送
する際に再び水と泥が混合してしまい、水切りに時間が
かかるという問題があった。When muddy water is separated into water and mud by chemical treatment in a treatment tank, it is necessary to sufficiently dissolve the treating agent used for chemical treatment in the muddy water in order to enhance the separation effect.
Conventionally, stirring with a screw or the like is performed. However, this method has a problem that unstirring or melting at a corner takes time. Furthermore, conventionally, what was separated into water and mud by chemical treatment was put into a mesh container by pumping and dewatered, but in this method, water and mud are mixed again when pumping once separated. There was a problem that draining would take time.
【0005】本発明は、上記の点に鑑み、狭い場所での
使用が可能な簡易な泥水の分離処理方法を開発するこ
と、さらには、小型で移動と組み立てが簡単に行え、処
理剤の溶解と分離後の水切りを効率よく行って、泥水の
処理時間を大幅に短縮できる装置の開発を課題とする。SUMMARY OF THE INVENTION In view of the above, the present invention has been made to develop a simple method of separating muddy water that can be used in a narrow place, and furthermore, is small in size, can be easily moved and assembled, and dissolves a processing agent. It is an object of the present invention to develop a device capable of efficiently performing draining after separation and drastically reducing muddy water treatment time.
【0006】[0006]
【課題を解決するための手段】本発明の泥水の簡易処理
方法は、処理槽に泥水を送り、処理槽の底面から上向き
に空気を噴射して泥水を攪拌しながら薬品処理を行なっ
て、水と泥に分離し、ついで水を排出した後、泥を処理
槽の底面から落下させるという手段を講じている。SUMMARY OF THE INVENTION In the method for easily treating muddy water according to the present invention, muddy water is sent to a treatment tank, and air is jetted upward from the bottom of the treatment tank to perform chemical treatment while stirring the muddy water. After the water is discharged, the mud is dropped from the bottom of the treatment tank.
【0007】また、本発明の泥水の可搬組立式簡易処理
装置は、処理槽の少なくとも側面の一部を透明にし、処
理槽の底面に上向きの空気噴出ノズルと排出口を備え、
さらに、処理槽の側面には、上下方向に複数の排水孔を
設けるという手段を講じている。Further, the portable and easy- to -assemble treatment apparatus for muddy water according to the present invention is characterized in that at least a part of the side surface of the treatment tank is made transparent, and an upward air jet nozzle and a discharge port are provided on the bottom surface of the treatment tank.
Furthermore, a means is provided in which a plurality of drain holes are provided in the vertical direction on the side surface of the processing tank.
【0008】本発明の泥水の簡易処理方法では、処理槽
での薬品処理は、処理槽の底面から上向きに空気を噴射
して泥水を攪拌しながら行うことが重要であり、これに
より、処理剤の泥水への溶解が従来のものに比べて早く
完全に行なうことができる。この噴射は、処理槽の底面
に上向きに設けられたノズルから圧縮空気を噴射して行
われる。なお、上記処理槽の底面からの空気噴射に際
し、処理剤を同時に噴射させるようにすると、処理剤の
溶解がより一層早まり、水と泥の分離が促進される。In the method for treating muddy water according to the present invention, it is important that the chemical treatment in the treatment tank is performed while jetting air upward from the bottom of the treatment tank and stirring the muddy water. Can be completely and rapidly dissolved in muddy water as compared with the conventional one. This injection is performed by injecting compressed air from a nozzle provided upward on the bottom surface of the processing tank. Note that, when air is injected from the bottom of the processing tank at the same time as the processing agent is injected, the dissolution of the processing agent is further accelerated, and the separation of water and mud is promoted.
【0009】また、処理剤により水と泥に分離した後、
上部に分離した水を排出して泥を受部に落下させること
により、受部での泥に含まれる水分の水抜き時間を大幅
に短縮できる。また、受部は処理槽の下方にあるので、
処理槽の処理済の泥は処理槽の底面に形成した排出口を
開けるだけで自然落下するので、処理槽から受部への移
送等の余分な装置は一切必要としない。After separation into water and mud by a treating agent,
By discharging the separated water to the upper part and dropping the mud to the receiving part, it is possible to greatly reduce the time required for draining the water contained in the mud at the receiving part. Also, since the receiving part is below the processing tank,
Since the treated mud in the treatment tank falls naturally only by opening the discharge port formed in the bottom of the treatment tank, no extra equipment such as transfer from the treatment tank to the receiving part is required.
【0010】本発明の泥水の可搬組立式簡易処理装置
は、処理槽において分離した泥を処理槽の底面の排出口
から落下させる構成にすることが重要である。また、上
記処理槽の側面に形成される透明部は、処理槽の水と泥
の分離状態を外部から確認するためのもので、少なくと
も上記分離状態が確認できる大きさに形成する必要があ
る。このような透明部は、処理槽の一側面の上下方向に
部分的に、または全面に形成してもよく、あるいは処理
槽の全体を透明に形成してもよい。この透明部は、塩化
ビニル製板、アクリル板、ガラス板等の透明部材で形成
するとよい。It is important that the portable assembly type simple treatment apparatus for muddy water of the present invention has a structure in which the mud separated in the treatment tank is dropped from an outlet at the bottom of the treatment tank. The transparent portion formed on the side surface of the processing tank is for confirming the separation state of water and mud in the processing tank from the outside, and it is necessary that the transparent section be formed at least large enough to confirm the separation state. Such a transparent portion may be formed partially or entirely in the vertical direction on one side surface of the processing tank, or the entire processing tank may be formed transparent. This transparent portion may be formed of a transparent member such as a vinyl chloride plate, an acrylic plate, or a glass plate.
【0011】本発明の泥水の可搬組立式簡易処理装置に
おいて、処理槽の底面に上向きに取り付けられる空気噴
出ノズルは、底面の中央部と処理槽の側面近傍の間隔を
開けて設けるのが好ましい。例えば、処理槽の底面が四
角形の場合には、中央部と四隅近傍にノズルを設けると
よい。このようなノズルの配置により、処理槽内の未攪
拌部分は生じず、処理剤の溶解を早めることができる。[0011] In the portable and easy- to -assemble treatment apparatus for muddy water according to the present invention, it is preferable that the air jet nozzle upwardly attached to the bottom surface of the treatment tank is provided with a gap between the center of the bottom surface and the vicinity of the side surface of the treatment tank. . For example, when the bottom surface of the processing tank is rectangular, nozzles may be provided near the center and four corners. With such a nozzle arrangement, an unstirred portion does not occur in the processing tank, and the dissolution of the processing agent can be accelerated.
【0012】また、処理槽の底面は、排出口に向かって
漏斗状、および三角錐、四角錐、五角錐等の逆多角錐状
に形成すると良く、これにより分離後の泥は、排出口を
開けるだけで、受部へ落下させることができる。また、
上記排出口は、通常底面の中央部に形成されるが、処理
槽の側壁に寄せて形成してもよい。The bottom of the treatment tank may be formed in a funnel shape toward the discharge port and in an inverted polygonal pyramid shape such as a triangular pyramid, a quadrangular pyramid, and a pentagonal pyramid. Simply opening it allows it to drop into the receiving part. Also,
The outlet is usually formed at the center of the bottom surface, but may be formed close to the side wall of the processing tank.
【0013】処理槽の側面には、上下方向に複数の排水
孔を設けるとよい。この排水孔は、処理槽内で薬品処理
により分離した水を排出するためのもので、処理槽の側
面の上下方向に所定間隔に取り付けられ、処理剤による
分離処理後に、水と泥との境界面に最も近い排水孔を選
択して、そのバルブを開けて水を外部へ排出する。Preferably, a plurality of drain holes are provided on the side surface of the processing tank in the vertical direction. The drain holes are for discharging water separated by chemical treatment in the treatment tank. The drain holes are attached at predetermined intervals in the vertical direction on the side surface of the treatment tank. Select the drain hole closest to the surface and open its valve to drain the water out.
【0014】受部は、処理槽から落とされた泥の水分を
抜いて残土にするため、通水性である必要があり、例と
して、従来使用されている網状容器の他、周囲や底面に
無数の水抜き穴が開けられた容器を用いることもでき
る。The receiving part must be water-permeable in order to remove the moisture of the mud dropped from the processing tank and leave it as residual soil. For example, in addition to a conventionally used mesh container, the receiving part is innumerable around and on the bottom surface. A container provided with a drain hole can also be used.
【0015】[0015]
【発明の実施の形態】以下、本発明の泥水の可搬組立式
簡易処理装置を添付の図面に基づいて説明する。図1
は、本発明の泥水の可搬組立式簡易処理装置を下水道工
事に使用した場合の概略断面図である。まず、立杭1の
中へ流れた泥水2を水中ポンプ3等で処理槽4の中へ送
り込み、処理槽4の許容量になった状態で、処理槽底面
のノズル5、5からコンプレッサー6等より送られた圧
縮空気を上向きに噴射し、泥水2を攪拌しながら、所定
量の処理剤を処理槽4に注入して、完全に溶解させる。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view showing a simplified construction of a muddy water portable assembly type processing apparatus according to the present invention. FIG.
FIG. 1 is a schematic cross-sectional view when a portable assembly type simple treatment device for muddy water of the present invention is used for sewerage works. First, the muddy water 2 flowing into the standing pile 1 is sent into the treatment tank 4 by the submersible pump 3 or the like. The compressed air sent from above is injected upward, and a predetermined amount of the processing agent is injected into the processing tank 4 while stirring the muddy water 2 to be completely dissolved.
【0016】処理槽側面の透明部分から処理剤の溶解、
及び水7と泥8の分離を確認した後、上記分離境界面に
近い排水孔9より、水7を排出した後、処理槽の排出口
10から泥8を網状容器11に落下させ、この容器でさ
らに水抜きをして残土にし、処理場等へ廃棄される。こ
こで、分離した水を排水する際にバキュームを用いても
よい。Dissolving the processing agent from the transparent part on the side of the processing tank,
After confirming the separation of the water 7 and the mud 8, the water 7 is discharged from the drain hole 9 near the separation boundary, and the mud 8 is dropped from the discharge port 10 of the treatment tank into the mesh container 11. Then, the water is further drained to make the remaining soil, and is discarded to a treatment plant. Here, a vacuum may be used when draining the separated water.
【0017】本発明の泥水残土の簡易処理方法及び可搬
組立式簡易処理装置において、処理槽の底面から上向き
に噴射される圧縮空気は、泥水の攪拌のみならず処理剤
の溶解を早める。また、処理槽の下方に受部があるた
め、処理槽の泥を受部に送るには排出口を開けるだけ
で、自然に受部に落下するので、移送等の装置は一切必
要としない。さらに、処理槽の側面が透明であり、処理
槽内の処理剤の溶解や、水と泥の分離状態を外部から確
認できるので、水の排水と泥の受部への落下の好適な時
期を容易に知ることができる。[0017] The method for easily treating muddy residual soil of the present invention and its portability
In the assembly type simple processing apparatus, the compressed air injected upward from the bottom of the processing tank not only agitates muddy water but also accelerates dissolution of the processing agent. Further, since there is a receiving portion below the processing tank, the mud in the processing tank is sent to the receiving portion only by opening the discharge port, and naturally falls into the receiving portion, so that no device such as transfer is required. Furthermore, since the side surface of the treatment tank is transparent and the dissolution of the treatment agent in the treatment tank and the state of separation of water and mud can be checked from outside, the optimal time for draining water and dropping the mud to the receiving part is set. You can easily find out.
【0018】[0018]
【実施例】図1に示す本発明の可搬組立式簡易処理装置
を用いて、堆積工事現場で泥水の処理を行った。使用し
た処理槽は、厚さ10mmの透明な塩化ビニル樹脂板を
用いて、縦800、横800、高さ1000mmの箱形
で、底面中央部の排水口に向かって漏斗状に形成し、底
面の中心部と四隅から2cm内側に、上向きの空気噴出
用ノズルを設けた。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Muddy water was treated at a deposition site by using the portable assembly type simple treatment apparatus of the present invention shown in FIG. The treatment tank used was a transparent vinyl chloride resin plate having a thickness of 10 mm, and was formed in a box shape having a length of 800, a width of 800 and a height of 1000 mm, and was formed in a funnel shape toward a drain at the center of the bottom. An upward air jet nozzle was provided at the center and inside 2 cm from the four corners.
【0019】この処理槽を、高さ2000mmの4本の
支柱の上部に取り付け、その下部の排水口の下方に網状
容器を配置した。立杭に溜った泥水を水中ポンプで処理
槽へ送り、処理槽内に大日操業工業社製の処理剤「かた
丸A(分離剤)」[商品名]と、「かた丸B(凝集
剤)」[商品名]を投入した。上記処理剤は、残土1m
3当たり、かた丸Aを1リットル、かた丸Bを5リット
ル使用した。This treatment tank was attached to the upper part of four columns having a height of 2000 mm, and a net-like container was arranged below the lower drain port. The muddy water accumulated in the standing pile is sent to the treatment tank by a submersible pump, and the treatment agent “Katamaru A (separating agent)” (trade name) and “Katamaru B ( Flocculant) ”[trade name]. The above treatment agent is 1 m of residual soil
One liter of Katamaru A and 5 liters of Katamaru B were used per three .
【0020】次いで、コンプレッサー6から送られた圧
縮空気(空気吐出量:180リットル/分)を、処理槽
の底面のノズル5、5から上向きに、処理槽内に噴射し
て攪拌し上記処理剤を溶解させ、処理槽の透明側板から
処理槽内の水と泥の分離状態を確認して、排水孔9より
水を排出し、その後泥を上記網状容器に落下させて水抜
きを行った。上記処理に要した時間は、約30分であっ
た。Next, the compressed air (air discharge amount: 180 l / min) sent from the compressor 6 is jetted upward from the nozzles 5 and 5 on the bottom surface of the processing tank into the processing tank and stirred to agitate the processing agent. Was dissolved, the state of separation of water and mud in the processing tank was confirmed from the transparent side plate of the processing tank, water was discharged from the drain hole 9, and then the mud was dropped into the net-like container to drain water. The time required for the above treatment was about 30 minutes.
【0021】[0021]
【比較例】比較のために、実施例で使用した装置を用
い、処理槽内の薬品処理を、従来使用されているスクリ
ューで攪拌して、水と泥に分離させた後、そのままの状
態で、実施例で使用した網状容器に入れて水抜きを行っ
たところ、全体の処理に要した時間は、約60分であっ
た。[Comparative Example] For comparison, the chemical treatment in the treatment tank was agitated with a conventionally used screw using the apparatus used in the example, separated into water and mud, and then left as it is. When the water was drained in the mesh container used in the examples, the time required for the entire treatment was about 60 minutes.
【0022】[0022]
【発明の効果】本発明の泥水の簡易処理方法及び可搬組
立式簡易処理装置によれば、小型で移動と組み立てが簡
単で、狭い場所での泥水の簡易処理を行うことが出来
る。また、空気攪拌による処理剤の溶解が早く、さらに
分離後の水を排出して泥を受部に送るため、受部での泥
に含まれる水分の水抜きが早い。その結果、全体として
泥水の処理時間を大幅に短縮できる。As described above, the method for easily treating muddy water and the portable assembly according to the present invention.
According to the vertical simple processing apparatus, it is small, easy to move and assemble, and can easily perform muddy water in a narrow place. In addition, the dissolving of the treating agent by air stirring is fast, and the water after separation is discharged and the mud is sent to the receiving portion, so that the water contained in the mud is quickly drained at the receiving portion. As a result, the muddy water treatment time can be significantly reduced as a whole.
【図1】 本発明の泥水の可搬組立式簡易処理装置の使
用状態を示す概略断面図である。FIG. 1 is a schematic cross-sectional view showing a use state of a portable assembly simple treatment apparatus for muddy water of the present invention.
1 立杭 10 排出口 2 泥水 11 網状容器 3 水中ポンプ 4 処理槽 5 ノズル 6 コンプレッサー 7 水 8 泥 9 排水孔 DESCRIPTION OF SYMBOLS 1 Stand pile 10 Discharge port 2 Muddy water 11 Reticulated vessel 3 Submersible pump 4 Processing tank 5 Nozzle 6 Compressor 7 Water 8 Mud 9 Drainage hole
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平4−313400(JP,A) 特開 平5−192512(JP,A) 実開 平7−21102(JP,U) (58)調査した分野(Int.Cl.7,DB名) C02F 1/52 B01D 21/01 - 21/34 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-4-313400 (JP, A) JP-A-5-192512 (JP, A) JP-A-7-21102 (JP, U) (58) Survey Field (Int.Cl. 7 , DB name) C02F 1/52 B01D 21/01-21/34
Claims (2)
上向きに空気を噴射させ、泥水を攪拌しながら薬品処理
を行なって水と泥に分離した後、水を排出し、さらに泥
を処理槽の底面から落下させることを特徴とする泥水の
簡易処理方法。1. Mud water is sent to a treatment tank, air is jetted upward from the bottom of the treatment tank, chemical treatment is performed while stirring the mud water, water and mud are separated, and the water is discharged. A simple method for treating muddy water, which is dropped from the bottom of the treatment tank.
あり、また処理槽の底面の先端が排出口となる漏斗状お
よび逆多角錐状に形成され、この底面には上向きの空気
噴出ノズルが複数箇所に設けられ、さらに処理槽の側面
には、上下方向に複数の排水孔が設けられたことを特徴
とする泥水の可搬組立式簡易処理装置。2. A processing tank having at least a portion of a side surface that is transparent, and a tip of a bottom surface of the processing tank formed in a funnel shape or an inverted polygonal pyramid shape serving as a discharge port, and an upward air jet nozzle is provided on the bottom surface. Are provided at multiple locations, and the side of the processing tank
, Wherein a plurality of drainage holes are provided in a vertical direction, and the muddy water is easily assembled and transported.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16942595A JP3153900B2 (en) | 1995-07-05 | 1995-07-05 | Simple treatment method for muddy water and portable assembly type simple treatment device. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16942595A JP3153900B2 (en) | 1995-07-05 | 1995-07-05 | Simple treatment method for muddy water and portable assembly type simple treatment device. |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0919690A JPH0919690A (en) | 1997-01-21 |
JP3153900B2 true JP3153900B2 (en) | 2001-04-09 |
Family
ID=15886360
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16942595A Expired - Fee Related JP3153900B2 (en) | 1995-07-05 | 1995-07-05 | Simple treatment method for muddy water and portable assembly type simple treatment device. |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3153900B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ATE362128T1 (en) * | 1999-03-04 | 2007-06-15 | Riken | DEVICE FOR LIQUID TREATMENT COMPRISING A STORAGE CONTAINER AND A DISPENSING CONTAINER |
CN114053786B (en) * | 2021-11-19 | 2023-03-21 | 中亿丰建设集团股份有限公司 | Tunnel engineering sewage pumping and draining device and using method |
-
1995
- 1995-07-05 JP JP16942595A patent/JP3153900B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0919690A (en) | 1997-01-21 |
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LAPS | Cancellation because of no payment of annual fees |