JPH0995970A - Muddy water separation device - Google Patents

Muddy water separation device

Info

Publication number
JPH0995970A
JPH0995970A JP28909295A JP28909295A JPH0995970A JP H0995970 A JPH0995970 A JP H0995970A JP 28909295 A JP28909295 A JP 28909295A JP 28909295 A JP28909295 A JP 28909295A JP H0995970 A JPH0995970 A JP H0995970A
Authority
JP
Japan
Prior art keywords
water
mud
muddy water
reaction tank
conveyor belt
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.)
Pending
Application number
JP28909295A
Other languages
Japanese (ja)
Inventor
Shigehiro Yamazoe
重博 山添
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nitto Seiko Co Ltd
Original Assignee
Nitto Seiko Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nitto Seiko Co Ltd filed Critical Nitto Seiko Co Ltd
Priority to JP28909295A priority Critical patent/JPH0995970A/en
Publication of JPH0995970A publication Critical patent/JPH0995970A/en
Pending legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce a space for processing muddy water and make transport of mud easy. SOLUTION: A reaction tank 10 in which a flocculant cagulating mud is mixed with muddy water and the water and mud are let flow while separatively reacting them, is inclinedly arranged, and a water discharge port 13 and a mud discharge port 14 respectively discharging water and mud are provided on the lower end of the inclination. Meanwhile, a carrying conveyor unit 20 circulatingly moving a mesh-like carrying belt 21 of which both sides are made coarse and the center part is made fine for carrying muddy water from the mud discharge port 14 while separating it into water and mud, is arranged on the lower part of the reaction tank 10. Hereby a large storage reservoir is unnecessary to be formed, and a wide installation space is unnecessary. Even in a densely built-up district and the like, muddy water separation process is efficiently performed only by carrying in and providing this device, without possibility causing an environmental problem and much cost and time become unnecessary. Further, separated water is surely not accumulated on the conveyor, and hence the muddy water processing efficiency is improved.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明はセメント、土砂及び
水が混ざった泥水から水を分離して土砂を取り出す泥水
分離装置で詳しくは、泥水に高分子凝集剤を混合して水
を分離し、運搬可能なように泥中の含水率を低くしてこ
れを排出する泥水分離装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a muddy water separator for separating water from mud mixed with cement, earth and sand and water to extract earth and sand. The present invention relates to a muddy water separator that lowers the water content in mud so that it can be transported and discharges it.

【0002】[0002]

【従来の技術】トンネル工事、道路工事、ダム工事等の
工事現場においては、セメント、土、砂及び水と混ざっ
た土砂泥水が排出されるのが常であり、これら泥水はそ
のまま排出すれば、河川を汚染する等自然環境を破壊す
る原因となっている。そこで従来では、一般にセメン
ト、土、砂及び水が混ざった泥水から水を分離してこの
水を排水可能な水に処理してから河川へ流し、泥の塊は
ダンプカー、ショベルカー等の運搬車両で運搬可能な所
定硬さになってから、土砂捨場あるいは埋立地等の処理
地に運んで処理されている。しかしながら、これらの泥
を運搬が可能なようにある程度含水率を低くする必要が
あるため、現在は図6に示すような方法で水と泥とを分
離するようになっている。
2. Description of the Related Art At construction sites such as tunnel construction, road construction and dam construction, mud and mud mixed with cement, soil, sand and water is usually discharged. If these mud is discharged as it is, It causes the destruction of the natural environment such as polluting rivers. Therefore, conventionally, water is separated from muddy water, which is generally mixed with cement, soil, sand, and water, and this water is treated as drainable water before it is drained to a river, and lumps of mud are transported by dump trucks, shovel trucks, and other transport vehicles. After being hardened to a specified hardness, it is transported to a disposal site such as a landfill or a landfill for treatment. However, since it is necessary to lower the water content to some extent so that these mud can be transported, water and mud are currently separated by the method shown in FIG.

【0003】これは工事現場等の近くに泥水を貯留する
ための溜め池100を作り、この溜め池100を泥水を
溜める部分とこれから分離された水とを夫々別々に貯水
する部分とに分割する網目状の分離ネツト101で仕切
り、この泥水を溜める部分に溜まっている泥水に凝集剤
を投入して土砂を沈殿させ、水を分離ネツトから一方の
貯水池側へ流すようになっている。そして、この水をポ
ンプ102で取水し、これを濾過処理して河川へ流し、
他方、沈殿してある程度水が除去されて所望硬さの塊と
なった泥は溜め池100からすくい上げてダンプカー、
ショベルカー等の運搬車両に積載して、処理地へ運んで
いるのが現状である。
This is to make a reservoir 100 for storing muddy water near a construction site, etc., and divide the reservoir 100 into a part for storing the muddy water and a part for separately storing the water separated from the muddy water. Partitioning is performed with a mesh-like separating net 101, and a coagulant is added to the muddy water accumulated in the muddy water collecting portion to precipitate sediment, and the water is allowed to flow from the separating net to one reservoir side. Then, this water is taken in by the pump 102, and the water is filtered and discharged into the river.
On the other hand, the mud that has settled and some water is removed to form a lump of desired hardness is scooped from the reservoir 100 and dumped,
The current situation is that they are loaded onto a transportation vehicle such as a shovel car and transported to the treatment site.

【0004】[0004]

【発明が解決しようとする課題】現在はこのように工事
現場の近くに大きな溜め池を作り、この池に泥水を貯留
し、更に、これに凝集剤を所定量投入して水と泥とを沈
殿分離して夫々処理しているが、この池は広い面積を必
要としているので、特に住宅密集地、家の近く等におい
ては、その設置スペースがなく、しかも環境問題が生ず
る等の問題が多い。また、工事現場が変わる毎にこのよ
うな溜め池を作り、工事が終了すると、この溜め池を埋
め戻すことが必要で、多大な費用と時間が必要となって
いる等、諸々の課題がある。
At present, a large reservoir pond is constructed near the construction site, mud is stored in this pond, and a predetermined amount of a coagulant is added to the pond to store water and mud. Although they are separated by sedimentation and treated separately, this pond requires a large area, so there is no installation space especially in dense residential areas or near houses, and there are many problems such as environmental problems. . Also, there are various problems such as making such a reservoir every time the construction site changes, and when the construction is completed, it is necessary to refill the reservoir, which requires a great deal of cost and time. .

【0005】本発明の第1の目的は、このような課題を
解消するとともに泥水処理のスペースを少なくし且つこ
の泥の運搬を容易にする泥水分離装置の提供であり、本
発明の第2の目的は、泥水から分離された水を搬送コン
ベアで搬送中に効率よく確実に排水することであり、本
発明の第3の目的は、泥水分離装置の運転が効率よくし
かも故障なく連続して行えるようにすることである。
A first object of the present invention is to provide a muddy water separating apparatus which solves the above problems, reduces the space for muddy water treatment, and facilitates the transportation of the mud, and the second object of the present invention. An object is to drain water separated from muddy water efficiently and surely while it is being carried by a carrying conveyor. A third object of the present invention is to efficiently and continuously operate the muddy water separating device without failure. To do so.

【0006】[0006]

【課題を解決するための手段】本発明の第1の目的は、
セメント、上、砂及び水が混ざった泥水からの水の分離
において、泥水に泥を凝集する凝集剤を混合して水と泥
とを分離反応させながら一方方向へ流動させる反応槽1
0を上部に傾斜配置し、この反応槽10の傾斜下端にこ
れら水と泥とを夫々排出する排水口13と排泥口14を
設け、一方、前記反応槽10の下部に前記排泥口14か
ら排出された泥水を更に、水と泥とに分離しながら運ぶ
メッシュ状の搬送帯21を循環移動させる搬送コンベア
ユニット20を配置することで達成される。
SUMMARY OF THE INVENTION A first object of the present invention is to:
In separating water from muddy water in which cement, sand, and water are mixed, a reaction tank 1 in which muddy water is mixed with a coagulant for aggregating mud to cause water and mud to separate and react while flowing in one direction
0 is arranged in an inclined manner at the upper part, and a drain port 13 and a sludge outlet 14 for discharging water and mud are provided at the lower inclined end of the reaction tank 10, while the sludge outlet 14 is provided at the lower part of the reaction tank 10. This is achieved by further arranging the transport conveyor unit 20 that circulates and moves the mesh-shaped transport band 21 that transports the muddy water discharged from the water while separating it into water and mud.

【0007】本発明の第2の目的は、上記構成におい
て、搬送帯21は両側が粗く、中央が細かいメッシュ状
の帯状体であって、搬送コンベアユニット20には搬送
帯21の上方に所定間隔を有し、しかもこれを横断して
両端が回転自在に支持された成形ローラ27を配置し、
その上、この成形ローラ27を中央が細く両端が太いテ
ーパローラとし、また、搬送コンベアユニット20を前
方が上り勾配に傾斜させ、更に、搬送コンベアユニット
20には搬送帯21の側壁23とガイド板24との間に
水切りエリアAを設ける構成の全てあるいは必要に応じ
ていずれかの構成を採用することで達成される。
A second object of the present invention is that, in the above-mentioned structure, the conveyor belt 21 is a mesh-shaped belt having rough sides and a fine center, and the conveyor belt unit 20 has a predetermined interval above the conveyor belt 21. And a forming roller 27 having both ends rotatably supported is disposed across
In addition, the forming roller 27 is a taper roller having a thin center and thick ends, and the transport conveyor unit 20 is inclined forward with an upward slope. Further, the transport conveyor unit 20 has a side wall 23 of the transport band 21 and a guide plate 24. This can be achieved by adopting all of the constitutions in which the drainage area A is provided between or and any one of them if necessary.

【0008】本発明の第3の目的は、搬送コンベアユニ
ット20において、少なくとも可動部と搬送帯21の下
面とに夫々洗浄ノズル31を向けるとともにこの洗浄ノ
ズル31に配管32で接続された洗浄ユニット30が配
置された構成とすることで達成される。
A third object of the present invention is to provide a cleaning unit 30 in which a cleaning nozzle 31 is directed to at least the movable part and the lower surface of the transfer belt 21 in the transfer conveyor unit 20, and the cleaning nozzle 31 is connected by a pipe 32. This is achieved by adopting a configuration in which

【0009】[0009]

【発明の実施の形態】図1において、10は泥水が自然
流下可能な傾斜を有する反応槽である。この反応槽10
は下方の機台1上に固定された反応槽傾斜調整用ジャッ
キ2により傾斜が調整自在であり、この傾斜を調整して
泥水の流れる速度が変更される。この反応槽10の上部
には乱流発生棒11が千鳥状に複数本植設してあり、こ
の上方に泥水と所定量の高分子凝集剤(図示せず)が投
入されると、これらが流下し混ぜ合わされる。また、こ
の乱流発生棒11が植設された位置の下方には泥水の流
下を所定量づつ制限するため上下に空間のある邪魔板1
2が複数反応槽10の流下方向に所定間隔をおいて配置
されており、泥水から水が僅かづつ分離されるようにな
っている。この反応槽10の傾斜下端には、泥の上にあ
る水を外へ排水する排水口13と、泥を下方へ流す排泥
口14があり、この排泥口14からの泥は反応槽10の
下部に設置されて前記機台1に内蔵された水と泥とを分
離する搬送コンベアユニット20の搬送帯21に積載さ
れる。この機台1はフレーム構造であり、前記搬送コン
ベアユニット20を構成するコンベアチェーン22の循
環移動をガイドしている。このコンベアチェーン22は
前記機台1に固定されている駆動モータ3で循環移動さ
れる構造である。
BEST MODE FOR CARRYING OUT THE INVENTION In FIG. 1, reference numeral 10 denotes a reaction tank having an inclination that allows mud to flow down naturally. This reaction tank 10
The tilt can be adjusted by the reaction tank tilt adjusting jack 2 fixed on the lower machine base 1, and the speed at which the muddy water flows is adjusted by adjusting this tilt. A plurality of turbulent flow generating rods 11 are planted in a staggered manner on the upper part of the reaction tank 10. When muddy water and a predetermined amount of polymer coagulant (not shown) are charged above the turbulent flow generating rods 11, these are generated. It is poured down and mixed. Further, below the position where the turbulent flow generation rod 11 is planted, a baffle plate 1 having a space above and below is provided to limit the flow of muddy water by a predetermined amount.
2 are arranged at predetermined intervals in the flow-down direction of the plurality of reaction tanks 10 so that the water is separated from the muddy water little by little. At the lower end of the slant of the reaction tank 10, there are a drain port 13 for draining the water above the mud to the outside and a drain port 14 for flowing the mud downward. The mud from this drain port 14 is the reaction tank 10. Is installed in the lower part of the machine base 1 and is loaded on the carrier belt 21 of the carrier conveyor unit 20 for separating water and mud contained in the machine base 1. The machine base 1 has a frame structure and guides the circulating movement of the conveyor chain 22 which constitutes the transfer conveyor unit 20. The conveyor chain 22 has a structure in which it is circulated and moved by a drive motor 3 fixed to the machine base 1.

【0010】この搬送コンベアユニット20の搬送帯2
1は図2に示すように、メッシュ状となった帯状体であ
り、このメッシュ状の搬送帯21は進行方向において両
側が粗く、中央部が比較的細かくなっており、前記コン
ベアチェーン22に両側縁が一体固定されている。ま
た、この両側縁は泥がこの側縁から落ちないよう立ち上
がった側壁23が形成されている。この搬送帯21の両
側より内側の搬送帯21の僅か上方にはこの搬送帯21
の進行方向に沿い、ガイド板24が配置してあり、この
ガイド板24には図1に示すように、泥の水を排水する
小孔25が無数に明けられている。このガイド板24は
通常パンチングメタル板で形成してあり、搬送コンベア
ユニット20の排出端まで延びており、前記側壁23と
ガイド板24との間は夫々空間が設けられて水切りエリ
アAとなっている。
The transport belt 2 of this transport conveyor unit 20
As shown in FIG. 2, reference numeral 1 denotes a mesh-shaped belt-like body, and the mesh-shaped carrier belt 21 has rough sides on the moving direction and a relatively fine central portion, and both sides of the conveyor chain 22. The edges are fixed together. Further, side walls 23 are formed on both side edges so that mud does not fall from the side edges. The conveyor belt 21 is located slightly above the conveyor belt 21 on both sides of the conveyor belt 21.
A guide plate 24 is arranged along the traveling direction of the above, and as shown in FIG. 1, innumerable small holes 25 for draining mud water are formed in this guide plate 24. The guide plate 24 is usually formed of a punching metal plate and extends to the discharge end of the conveyer unit 20, and a space is provided between the side wall 23 and the guide plate 24 to form a draining area A. There is.

【0011】一方、図3に示すように、前記ガイド板2
4の下端にはゴムあるいは軟質合成樹脂製のスカート2
6が取り付けてあり、これにより搬送中に泥が搬送帯2
1から両側へ出ないようになっている。また、この搬送
コンベアユニット20の中程から僅か前方には前記搬送
帯21で搬送されてくる泥の表面を平らに成形する成形
ローラ27がこの搬送帯21との間に所定間隔を有する
とともに搬送帯21を横断して回転且つ高さ調整自在に
両端が支持されて配置してあり、これにより、泥の表面
にある水が搬送帯21の両側に排水されるようになって
いる。尚、この成形ローラ27は泥の表面を中央が高い
山形形状に成形するごとく中央が細く両端が太いテーパ
ローラとしてもよく、これ以外に一端が太く、他端が細
いテーパローラとすることも可能で、これにより泥の表
面を一方へ傾斜させることができ、水の排水は効率よく
行える。
On the other hand, as shown in FIG.
At the lower end of 4 is a skirt 2 made of rubber or soft synthetic resin
6 is attached, which allows the mud to transport mud during transport 2
It is designed so that it does not go out from 1 to both sides. Further, a forming roller 27 for forming the surface of the mud conveyed in the conveying belt 21 into a flat state is formed slightly in front of the middle of the conveying conveyor unit 20 while having a predetermined space between the forming roller 27 and the conveying belt 21. Both ends are supported and arranged so as to be rotatable and height-adjustable across the band 21, so that the water on the surface of the mud is discharged to both sides of the carrier band 21. Incidentally, the forming roller 27 may be a taper roller having a thin center and thick both ends so that the surface of the mud is shaped like a mountain with a high center. Alternatively, a taper roller having one end thick and the other end thin may be used. As a result, the surface of the mud can be inclined to one side, and water can be efficiently drained.

【0012】更に、この搬送コンベアユニット20の前
方は図4に示すように、上り勾配に傾斜しており、この
勾配は排出端傾斜調整用ジャッキ4により角度調整可能
になっている。この角度を大きくすることにより、泥の
排出時に泥とともに排出される水が減ることになる。こ
の搬送コンベアユニット20の前方端は水と分離された
ある程度含水率を低くした泥を排出する排出端であり、
このようにして水が除かれた所定硬さの泥が排出され
る。他方、泥から分離された水は搬送コンベアユニット
20の下方に配置されている受皿(図示せず)に溜ま
り、セメント混練り用の水あるいは洗浄用の水として再
使用されたり、濾過処理して河川へ排水されるようにな
っている。
Further, as shown in FIG. 4, the front of the transport conveyor unit 20 is inclined upward, and the inclination can be adjusted by the discharge end inclination adjusting jack 4. Increasing this angle reduces the amount of water discharged along with the mud. The front end of the transport conveyor unit 20 is a discharge end for discharging mud separated from water and having a somewhat reduced water content,
In this way, the mud having a predetermined hardness from which water has been removed is discharged. On the other hand, the water separated from the mud collects in a saucer (not shown) arranged below the transport conveyor unit 20, and is reused as water for cement kneading or water for washing, or is filtered. It is designed to drain into rivers.

【0013】このため、反応槽10に泥水と高分子凝集
剤が泥水の供給量に合わせて供給されると、これらは反
応槽10内を混ぜ合わされながら流下する。この流下中
に凝集剤との反応により、泥から水が徐々に分離され
る。この泥水の流下途中には邪魔板12が複数個間隔を
おいて配置されているので、水と泥との分離が効果的に
できる。この後、反応槽10である程度分離された水は
反応槽10の下端の排水口13から排水され、泥は排泥
口14から下方の循環移動している搬送帯21上に載置
される。
For this reason, when the muddy water and the polymer flocculant are supplied to the reaction tank 10 according to the amount of the muddy water supplied, they flow down while being mixed in the reaction tank 10. Water is gradually separated from the mud due to the reaction with the coagulant during this flow. Since a plurality of baffle plates 12 are arranged at intervals while flowing down the muddy water, the water and the mud can be effectively separated. After this, the water separated to some extent in the reaction tank 10 is drained from the drain port 13 at the lower end of the reaction tank 10, and the mud is placed on the transport belt 21 which is circulatingly moved downward from the mud outlet 14.

【0014】このように載置された泥は続いて搬送コン
ベアユニット20上を前方へ供給されるが、この搬送帯
21の移動中に分離された水はガイド板24及びメッシ
ュ状の搬送帯21から続いて排水される。一方、この泥
は成形ローラ27により搬送中に平に表面が成形される
から泥の表面に溜まっている水は搬送帯21の両側から
排水され、下方の受皿に溜まる。これにより、水と泥は
確実に分離でき、受皿の水は他の用途への有効利用が可
能になるとともに泥の運搬も容易になる。
The mud placed in this manner is subsequently supplied forward on the conveyor belt unit 20. The water separated during the movement of the conveyor belt 21 is the guide plate 24 and the mesh conveyor belt 21. Will be subsequently drained. On the other hand, since the surface of the mud is flatly formed by the forming roller 27 during the conveyance, the water accumulated on the surface of the mud is drained from both sides of the conveying belt 21 and accumulated in the lower tray. As a result, the water and the mud can be reliably separated, the water in the saucer can be effectively used for other purposes, and the mud can be easily transported.

【0015】[0015]

【実施例】この発明の実施において、泥水は水と泥とに
確実に分離されるが、この泥水分離装置には泥の付着が
頻繁でしかも搬送帯21は目詰まりを生ずるから、これ
をできるだけ除く必要がある。そのために図5に示すよ
うな洗浄ユニット30が搬送コンベアユニット20の可
動部及び搬送帯21を洗浄するよう配置されており、洗
浄ユニット30の洗浄ノズル31は前記搬送コンベアユ
ニット20の可動部の必要部位に向けて配置されてい
る。この洗浄ノズル31はこの他に搬送コンベアユニッ
ト20の搬送帯21を固定したコンベアチェーン22の
移動路上及び循環移動する搬送帯21の下方の戻り側に
夫々先端を向けて複数個取り付けてあり、これら洗浄ノ
ズル31は配管32を介して別置された洗浄水供給装置
に接続されている。また、この洗浄ノズル31は前記ガ
イド板24の外側にも洗浄水を吹き付けるように配置さ
れている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the practice of this invention, muddy water is reliably separated into water and mud. However, since mud adheres frequently to this muddy water separating device and the conveyor belt 21 is clogged, this can be avoided as much as possible. Must be excluded. Therefore, a cleaning unit 30 as shown in FIG. 5 is arranged to clean the movable part of the conveyor unit 20 and the conveyor belt 21, and the cleaning nozzle 31 of the cleaning unit 30 needs the movable part of the conveyor unit 20. It is placed toward the part. In addition to this, a plurality of cleaning nozzles 31 are attached on the moving path of the conveyor chain 22 to which the conveyor belt 21 of the conveyor unit 20 is fixed and on the return side below the conveyor belt 21 that circulates, with their tips facing each other. The cleaning nozzle 31 is connected via a pipe 32 to a separately installed cleaning water supply device. The cleaning nozzle 31 is also arranged so as to spray cleaning water also on the outside of the guide plate 24.

【0016】前記洗浄水供給装置は高圧ポンプ33と洗
浄水貯水タンク34から構成してあり、前記泥水分離装
置が動作中連動するようになっている。このため、搬送
コンベアユニット20は常に可動部を主にして泥の付着
が阻止されるとともに搬送帯21及び側壁23の目詰ま
りも防止され、常に一定の泥水分離処理が行われる。
The washing water supply device is composed of a high-pressure pump 33 and a washing water storage tank 34, and is adapted to work together during operation of the muddy water separating device. For this reason, the transport conveyor unit 20 is always prevented from adhering mud mainly in its movable parts, and the transport belt 21 and the side wall 23 are also prevented from being clogged, so that a constant muddy water separation process is performed.

【0017】[0017]

【発明の効果】以上説明した実施例から明らかなように
本発明は、セメント、土、砂及び水が混ざった泥水から
の水の分離において、泥水に泥を凝集する高分子凝集剤
を混合して水と泥とを分離反応させながら一方方向へ泥
水を流下させる反応槽10を上部に傾斜配置し、この反
応槽10の下部にこの反応槽10からの泥水を水と泥と
に分離しながら運ぶメッシュ状の搬送帯21を循環移動
させる搬送コンベアユニット20を配置した装置である
ので、従来のように、工事現場の近くに大きな溜め池を
作る必要がなく、このための広い設置スペースが不要に
なる。
EFFECTS OF THE INVENTION As is apparent from the above-described embodiments, the present invention is characterized in that, in the separation of water from mud mixed with cement, soil, sand and water, a high molecular flocculant for coagulating mud is mixed with the mud. The reaction tank 10 that causes the muddy water to flow down in one direction while separating and reacting the water and the mud is inclinedly arranged at the upper part, and the muddy water from the reaction tank 10 is separated into the water and the mud at the lower part of the reaction tank 10. Since it is a device in which the transfer conveyor unit 20 that circulates the mesh-shaped transfer belt 21 to be transferred is arranged, it is not necessary to make a large reservoir near the construction site as in the conventional case, and a large installation space for this is not required. become.

【0018】また、住宅密集地、家の近く等おいても本
装置を搬入して設置するだけで泥水分離処理が効率良く
行えるので、環境問題が生ずる恐れがなく、多大な費用
と時間が不要になる。しかも、両側が粗く、中央が細か
いメッシュ状の帯状の搬送帯を提供することで分離され
た水が確実にコンベア上に溜まることなく排水され、泥
水処理効率が向上するとともに水と分離した泥の処理量
が減少する。更に、洗浄水を可動部及び搬送帯に吹き付
ける構成を有しているので、可動部に泥が付着したまま
とならず、装置の故障が減少して寿命が長いとともに搬
送帯に目詰まりを生じることなく、常時一定の連続運転
が可能になる等の特有の効果がある。
Further, even in a densely packed house, near a house, etc., the muddy water separation treatment can be efficiently carried out only by carrying in and installing the device, so that there is no fear of environmental problems, and a great deal of cost and time are not required. become. Moreover, the separated water is drained without being accumulated on the conveyer by providing the belt-shaped conveyor belt with coarse mesh on both sides and finer center, improving the efficiency of muddy water treatment and reducing the amount of mud separated from water. The throughput is reduced. Further, since the cleaning water is sprayed on the movable part and the transport zone, mud does not remain on the movable zone, the breakdown of the device is reduced, the life is long, and the transport zone is clogged. There is a peculiar effect such as a constant continuous operation without being required.

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

【図1】本発明を示す全体正面図である。FIG. 1 is an overall front view showing the present invention.

【図2】搬送帯を示す拡大平面図である。FIG. 2 is an enlarged plan view showing a transport belt.

【図3】図1の側面図である。FIG. 3 is a side view of FIG.

【図4】搬送コンベアユニットの排出端を示す部分拡大
正面図である。
FIG. 4 is a partially enlarged front view showing a discharge end of the transfer conveyor unit.

【図5】本発明に使用する洗浄ユニットの説明図であ
る。
FIG. 5 is an explanatory diagram of a cleaning unit used in the present invention.

【図6】本発明の従来例を示す説明図である。FIG. 6 is an explanatory diagram showing a conventional example of the present invention.

【符号の説明】[Explanation of symbols]

1 機台 2 反応槽傾斜調整用ジャッキ 3 駆動モータ 4 排出端傾斜調整用ジャッキ 10 反応槽 11 乱流発生棒 12 邪魔板 13 排水口 14 排泥口 20 搬送コンベアユニット 21 搬送帯 22 コンベアチェーン 23 側壁 24 ガイド板 25 小孔 26 スカート 27 成形ローラ 30 洗浄ユニット 31 洗浄ノズル 32 配管 33 高圧ポンプ 34 洗浄水貯水タンク A 水切りエリア 1 machine stand 2 jack for adjusting tilt of reaction tank 3 drive motor 4 jack for adjusting tilt of discharge end 10 reaction tank 11 turbulent flow generation rod 12 baffle plate 13 drainage port 14 mud discharge port 20 transport conveyor unit 21 transport belt 22 conveyor chain 23 sidewall 24 Guide Plate 25 Small Hole 26 Skirt 27 Forming Roller 30 Cleaning Unit 31 Cleaning Nozzle 32 Piping 33 High Pressure Pump 34 Cleaning Water Storage Tank A Draining Area

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 セメント、土、砂及び水が混ざった泥
水からの水の分離において、泥水に泥を凝集する凝集剤
を混合して水と泥とを分離反応させながらこの泥水を一
方方向へ流動させる反応槽10を上部に傾斜配置し、こ
の反応槽10の傾斜下端にこれら水と泥とを夫々排出す
る排水口13と排泥口14を設け、一方、前記反応槽1
0の下部に前記排泥口14から排出された泥水を更に水
と泥とに分離しながら運ぶメッシュ状の搬送帯21を循
環移動させる搬送コンベアユニット20を配置したこと
を特徴とする泥水分離装置。
1. In the separation of water from muddy water in which cement, soil, sand and water are mixed, the muddy water is mixed with a coagulant for aggregating the mud to separate and react the water and the muddy water in one direction. The reaction tank 10 to be fluidized is arranged at an upper part in an inclined manner, and a drain port 13 and a mud discharge port 14 for respectively discharging the water and the mud are provided at the lower inclined end of the reaction tank 10, while the reaction tank 1 is provided.
A muddy water separation device, in which a transport conveyor unit 20 that circulates and moves a mesh-shaped transport band 21 that transports muddy water discharged from the mud discharge port 14 while further separating it into water and mud is arranged at the lower part of 0. .
【請求項2】 搬送帯は両側が粗く、中央が細かいメッ
シュ状の帯状体であることを特徴とする請求項1記載の
泥水分離装置。
2. The muddy water separating apparatus according to claim 1, wherein the conveying band is a mesh-shaped band having rough sides and a fine center.
【請求項3】 搬送コンベアユニットは搬送帯21の上
方に所定間隔を有し、しかもこれを横断して両端が回転
自在に支持された成形ローラ27を有していることを特
徴とする請求項1又は請求項2に記載の泥水分離装置。
3. The conveyor belt unit has a forming roller 27 which has a predetermined space above the conveyor belt 21 and whose both ends are rotatably supported across the conveyor belt 21. The muddy water separator according to claim 1 or claim 2.
【請求項4】 成形ローラは中央が細く両端が太いテー
パローラであることを特徴とする請求項3に記載の泥水
分離装置。
4. The muddy water separating apparatus according to claim 3, wherein the forming roller is a tapered roller having a thin center and thick ends.
【請求項5】 搬送コンベアユニットは前方が上り勾配
に傾斜していることを特徴とする請求項1、請求項2又
は請求項3に記載の泥水分離装置。
5. The muddy water separation device according to claim 1, wherein the front of the transport conveyor unit is inclined upwardly.
【請求項6】 搬送コンベアユニットは搬送帯21の側
壁23とガイド板24との間に水切りエリアAを有して
いることを特徴とする請求項1、請求項2、請求項3又
は請求項5に記載の泥水分離装置。
6. The conveyor belt unit has a draining area A between the side wall 23 of the conveyor belt 21 and the guide plate 24, claim 1, claim 2, claim 3 or claim 6. The muddy water separator according to 5.
【請求項7】 搬送コンベアユニットは少なくともこれ
の可動部と循環移動する搬送帯21の戻り側下面に夫々
洗浄ノズル31を向けるとともに洗浄ノズル31に配管
32で接続された洗浄ユニット30を有していることを
特徴とする請求項1、請求項2、請求項3、請求項5又
は請求項6に記載の泥水分離装置。
7. The conveyor unit has at least a movable unit and a cleaning unit 30 which faces the cleaning nozzle 31 toward the lower surface of the return side of the conveyor belt 21 which circulates, and which is connected to the cleaning nozzle 31 by a pipe 32. The muddy water separation device according to claim 1, claim 2, claim 3, claim 5, or claim 6 characterized in that.
JP28909295A 1995-09-29 1995-09-29 Muddy water separation device Pending JPH0995970A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28909295A JPH0995970A (en) 1995-09-29 1995-09-29 Muddy water separation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28909295A JPH0995970A (en) 1995-09-29 1995-09-29 Muddy water separation device

Publications (1)

Publication Number Publication Date
JPH0995970A true JPH0995970A (en) 1997-04-08

Family

ID=17738707

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28909295A Pending JPH0995970A (en) 1995-09-29 1995-09-29 Muddy water separation device

Country Status (1)

Country Link
JP (1) JPH0995970A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006078037A1 (en) 2005-01-24 2006-07-27 Daiichi Sankyo Company, Limited Process for producing thiazolidinedione compound and production intermediate thereof
CN113513059A (en) * 2021-08-14 2021-10-19 江苏宏顺环保科技有限公司 Sludge transfer device for advanced treatment of river channel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006078037A1 (en) 2005-01-24 2006-07-27 Daiichi Sankyo Company, Limited Process for producing thiazolidinedione compound and production intermediate thereof
EP2226321A2 (en) 2005-01-24 2010-09-08 Daiichi Sankyo Company, Limited Process for producing thiazolidinediones and intermediates thereof
CN113513059A (en) * 2021-08-14 2021-10-19 江苏宏顺环保科技有限公司 Sludge transfer device for advanced treatment of river channel

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