JPH0712556B2 - Muddy water treatment equipment - Google Patents

Muddy water treatment equipment

Info

Publication number
JPH0712556B2
JPH0712556B2 JP4358309A JP35830992A JPH0712556B2 JP H0712556 B2 JPH0712556 B2 JP H0712556B2 JP 4358309 A JP4358309 A JP 4358309A JP 35830992 A JP35830992 A JP 35830992A JP H0712556 B2 JPH0712556 B2 JP H0712556B2
Authority
JP
Japan
Prior art keywords
mud
muddy water
housing
water treatment
narrow space
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP4358309A
Other languages
Japanese (ja)
Other versions
JPH06114597A (en
Inventor
行省 大河原
憲一 山下
圭一郎 三輪
剛 大河原
Original Assignee
ナカヤ実業株式会社
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 ナカヤ実業株式会社 filed Critical ナカヤ実業株式会社
Priority to JP4358309A priority Critical patent/JPH0712556B2/en
Publication of JPH06114597A publication Critical patent/JPH06114597A/en
Publication of JPH0712556B2 publication Critical patent/JPH0712556B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B30PRESSES
    • B30BPRESSES IN GENERAL
    • B30B9/00Presses specially adapted for particular purposes
    • B30B9/02Presses specially adapted for particular purposes for squeezing-out liquid from liquid-containing material, e.g. juice from fruits, oil from oil-containing material
    • B30B9/12Presses specially adapted for particular purposes for squeezing-out liquid from liquid-containing material, e.g. juice from fruits, oil from oil-containing material using pressing worms or screws co-operating with a permeable casing
    • B30B9/16Presses specially adapted for particular purposes for squeezing-out liquid from liquid-containing material, e.g. juice from fruits, oil from oil-containing material using pressing worms or screws co-operating with a permeable casing operating with two or more screws or worms
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B30PRESSES
    • B30BPRESSES IN GENERAL
    • B30B9/00Presses specially adapted for particular purposes
    • B30B9/02Presses specially adapted for particular purposes for squeezing-out liquid from liquid-containing material, e.g. juice from fruits, oil from oil-containing material
    • B30B9/12Presses specially adapted for particular purposes for squeezing-out liquid from liquid-containing material, e.g. juice from fruits, oil from oil-containing material using pressing worms or screws co-operating with a permeable casing
    • B30B9/125Control arrangements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B30PRESSES
    • B30BPRESSES IN GENERAL
    • B30B9/00Presses specially adapted for particular purposes
    • B30B9/02Presses specially adapted for particular purposes for squeezing-out liquid from liquid-containing material, e.g. juice from fruits, oil from oil-containing material
    • B30B9/12Presses specially adapted for particular purposes for squeezing-out liquid from liquid-containing material, e.g. juice from fruits, oil from oil-containing material using pressing worms or screws co-operating with a permeable casing
    • B30B9/127Feed means

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)
  • Treatment Of Sludge (AREA)

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、泥水から水と泥状物と
を分離しながら泥状物を圧縮・脱水して取り出すための
泥水処理装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a muddy water treatment device for compressing and dehydrating mud while removing water and mud from mud.

【0002】[0002]

【従来の技術】コンクリート用骨材として用いられる砕
砂の製造においては、山砂利、海砂利、陸砂利、砕石な
どの原砂を適度に破砕することによって得られる砕砂を
水洗し、その後に水を含んだ砕砂(含水砕砂)を取り出
すという工程が行われる。この工程において、含水砕砂
を取り出した後の水槽の水は泥水となる。
2. Description of the Related Art In the production of crushed sand used as aggregate for concrete, crushed sand obtained by appropriately crushing raw sand such as mountain gravel, sea gravel, land gravel, and crushed stone is washed with water. The process of taking out the crushed sand (hydrated crushed sand) is performed. In this step, the water in the aquarium after taking out the hydrous crushed sand becomes muddy water.

【0003】このようにして発生した泥水の処理は、従
来においては、次の方法によって行われているのが通例
である。すなわち、水槽の泥水を大容量のタンクに移
し、凝結剤や沈殿促進剤などの薬品を加えて泥水中の泥
状物を凝固・沈殿させる。こうして凝固した泥状物は多
くの水を含んだ流動物であるため、それをポンプで一旦
貯留槽に溜めた後、貯留槽で沈殿した泥状物を泥水の状
態で汲み上げてプレス式圧縮装置を用いて圧縮・脱水す
る。
Conventionally, the treatment of the muddy water thus generated is conventionally performed by the following method. That is, the muddy water in the water tank is transferred to a large capacity tank, and chemicals such as a coagulant and a precipitation accelerator are added to coagulate and precipitate the mud matter in the muddy water. The mud that solidifies in this way is a fluid that contains a lot of water, so once it has been stored in a storage tank with a pump, the mud that has settled in the storage tank is pumped up in the state of muddy water and then pressed by a press-type compression device. Compress and dehydrate using.

【0004】このような泥水処理に用いられる従来のプ
レス式圧縮装置を図12に原理的に示してある。同図の
圧縮装置は、同軸配置された大径リング82及び小径リ
ング83の両側に二枚の布状シート81を貼設して一個
のフィルター80を構成し、このフィルター80を相互
間で移動可能となるように多列状に配設したものであ
る。そして、各フィルター80…80の大径リング82
…82を当接させた状態で、それらのフィルター80…
80の相互間の空間S…Sに対して、ポンプPにより汲
み上げられた泥水をそれぞれの小径リング83の内孔8
3aを通過させて供給した後、矢符aで示す方向からプ
レスすることにより、泥状物を相互に隣接するフィルタ
ー80,80の布状シート81,81の間で圧縮し、こ
の圧縮時に布状フィルター81を透過した水を個々のフ
ィルター80の内部空間80aを通して排出すると共
に、上記空間Sにおける泥状物の含水率が所定値(例え
ば35%)になった時点で、図13に矢符bで示すよう
にフィルター80を順次引き離していくことにより、脱
水された泥状物Gを払い落とすようになっている。
A conventional press type compression apparatus used for such muddy water treatment is shown in principle in FIG. In the compression device of the same figure, two cloth-like sheets 81 are attached to both sides of a large diameter ring 82 and a small diameter ring 83 arranged coaxially to form one filter 80, and the filters 80 are moved between each other. It is arranged in multiple rows so as to be possible. And a large-diameter ring 82 of each filter 80 ... 80
… With those 82 abutting, those filters 80…
The muddy water drawn by the pump P into the spaces S ...
After being supplied through 3a, the mud is compressed between the cloth-like sheets 81, 81 of the filters 80, 80 adjacent to each other by pressing from the direction indicated by the arrow a. The water that has passed through the filter 81 is discharged through the internal space 80a of each filter 80, and at the time when the water content of the mud in the space S reaches a predetermined value (for example, 35%), the arrows in FIG. As shown in b, the dehydrated mud matter G is removed by sequentially separating the filter 80.

【0005】[0005]

【発明が解決しようとする課題】上述したところから明
らかなように、従来の圧縮装置はバッチ式運転によって
泥水から水と泥状物を分離し泥状物を圧縮脱水して払い
落とすものであるため、処理効率を向上させようとして
もその阻害要因となる制約が多いという問題があった。
すなわち、従来においては、大容量のタンクの中で薬品
を使用して泥状物を沈殿させる工程と、沈殿した泥状物
を泥水としてポンプで貯留槽に一旦移送する工程と、貯
留槽の泥水をポンプで汲み上げて圧縮装置に供給してプ
レスする工程と、プレス終了後に圧縮装置から泥状物を
払い落とす工程との合計四工程が必要となり、この四工
程をタイミング良く円滑に行わせることは極めて困難な
ことである。また、上記の圧縮装置は、多数のフィルタ
ーを並列状に配設したものであるため、構造が複雑なも
のとなり且つ大型化を余儀なくされると共に、処理に要
する費用も莫大なものとなり、更に、バッチ式運転であ
るが故に、時間的に無駄が生じ、処理効率が極めて悪化
することになる。
As is clear from the above description, the conventional compression device separates water and mud from mud by batch operation and compresses and dewaters mud to remove it. Therefore, there is a problem in that there are many restrictions that hinder the improvement in processing efficiency.
That is, conventionally, a step of precipitating mud in a large-capacity tank using a chemical, a step of temporarily pumping the precipitated mud as mud into a storage tank, and a mud in the storage tank A total of four steps are required: a step of pumping the oil with a pump and supplying it to a compression device to press it, and a step of blowing off the mud from the compression device after the pressing is completed.Therefore, it is not possible to perform these four steps in a timely and smooth manner. It's extremely difficult. Further, since the above-described compression device is one in which a large number of filters are arranged in parallel, the structure becomes complicated and the size is inevitably increased, and the cost required for processing becomes enormous, and further, Since it is a batch type operation, time is wasted and the processing efficiency is extremely deteriorated.

【0006】本発明は以上の問題に鑑みてなされたもの
であり、泥水から水と泥状物とを分離し且つ泥状物のみ
を圧縮脱水して取り出すという工程を連続して行うこと
が可能な装置を提供することにより、処理効率を飛躍的
に向上させると共に、装置の簡素化及び低コスト化を図
ることを技術的課題とするものである。
The present invention has been made in view of the above problems, and it is possible to continuously perform the steps of separating water and mud from mud and compressing and dewatering only mud. By providing such a device, it is a technical object to dramatically improve the processing efficiency and to simplify the device and reduce the cost.

【0007】[0007]

【課題を解決するための手段】本発明に係る泥水処理装
置は、上記技術的課題を達成するため、以下に示すよう
に構成したことを特徴とする。すなわち、相反する側に
位置する一対の側板が下窄まり状に傾斜し上部に泥水供
給口と排水口とを備えた泥水貯留容器兼用のハウジング
と、該ハウジングの底部に形成された狭小空間を貫通す
る横軸を揺動支点にし且つ前記横軸から上方に延出され
た枠体に網状体を張り渡してなる揺動部材と、該揺動部
材の下方付近に狭小空間を仕切り揺動部材と相対向する
仕切板と、前記狭小空間の近傍に形成され且つ狭小空間
に連通された排泥口と、該排泥口に達するスクリューコ
ンベアでなる強制排泥機構と、前記ハウジングの側板と
揺動部材との間で圧縮された泥状物の圧縮状態を検出す
る検出手段と、該検出手段からの信号に基づいて前記強
制排泥機構の作動を制御する制御手段とを備え、更に
は、前記仕切板を、一端がスプロケットを介して駆動源
に連結され、他端が電磁ブレーキに連結する回転軸に支
持して設け、前記ハウジングの一対の側板の下端部に連
設する垂下板の内面に回転止を設けるものである。
[MEANS FOR SOLVING THE PROBLEMS] The muddy water treatment apparatus according to the present invention is characterized in that it has the following constitution in order to achieve the above technical problems. That is, a pair of side plates located on opposite sides are inclined to form a downward constriction, and a housing also serving as a mud water storage container provided with a muddy water supply port and a drain port at the top, and a narrow space formed at the bottom of the housing are provided. A swing member having a horizontal axis penetrating the swing axis as a swing fulcrum and a mesh body stretched over a frame body extending upward from the horizontal axis; and a swing member partitioning a narrow space below the swing member. A partition plate facing each other, a mud discharge port formed in the vicinity of the narrow space and communicating with the narrow space, a forced mud discharge mechanism including a screw conveyor reaching the mud discharge port, and a side plate of the housing. Detecting means for detecting the compressed state of the mud matter compressed between the moving member, and control means for controlling the operation of the forced mud discharge mechanism based on the signal from the detecting means, and further, Drive the partition plate through the sprocket at one end. Is connected to the source and the other end provided to support the rotary shaft connecting the electromagnetic brake, it is intended to provide a rotation stopper on the inner surface of the hanging plate to continuously provided to the lower end portions of the pair of side plates of the housing.

【0008】[0008]

【作用】この構成の泥水処理装置において、泥水はハウ
ジングに所定量の泥水が貯留されるように泥水供給口か
ら連続的または断続的にハウジングに供給される。ハウ
ジングの狭小空間の近傍に形成されている排泥口は、運
転初期の段階では閉鎖されてその排泥口から泥水が流出
しないようになされる。揺動部材における枠体に張り渡
された網状体は、水の流通を許容した状態で、一方側へ
の揺動時にハウジングの片側の側板と協働して泥状物の
圧縮を行い、他方側への揺動時にハウジングの他側の側
板と協働して泥状物の圧縮を行う。つまり、揺動部材が
ハウジングの側板に近付く際には、水が網状体の網目を
通過するので水と泥状物との分離が促進され、このよう
な状態の下で泥状物は網状体と側板との間で圧縮される
のである。
In the muddy water treatment apparatus of this structure, muddy water is continuously or intermittently supplied to the housing from the muddy water supply port so that a predetermined amount of muddy water is stored in the housing. The sludge discharge port formed in the vicinity of the narrow space of the housing is closed at the initial stage of operation so that muddy water does not flow out from the discharge port. The mesh-like body stretched over the frame of the swinging member cooperates with the side plate on one side of the housing to compress the mud-like substance while swinging to one side while allowing the flow of water, and the other side. When swinging to the side, the mud matter is compressed in cooperation with the side plate on the other side of the housing. That is, when the rocking member approaches the side plate of the housing, water passes through the mesh of the mesh body, which promotes the separation of the water and the mud matter. And is compressed between the side plate.

【0009】また、ハウジングの一対の側板が下窄まり
状に傾斜しているために、揺動部材の一回の回動に伴う
泥状物は、ハウジングの狭小空間に近い下層部において
先に圧縮され、上層部のものほど後に圧縮されることに
なる。しかも、揺動部材を繰り返し揺動させることに伴
う泥状物の堆積により、下層部で堆積した泥状物が下方
に押されて狭小空間の中に押し入れられ、その狭小空間
の中において水の浸透性に乏しい圧密状の泥状物とな
り、この時点で排泥口を開放するのである。一方泥状物
と分離された水は、その体積を増しながらハウジングの
排水口より外部へと排出されるのである。このようにし
て、ハウジングへの泥水の供給と、揺動部材の往復揺動
の繰返しと、強制排泥機構の運転とを連続して行うこと
により、効率良く泥水処理を行うのである。
Further, since the pair of side plates of the housing are inclined in a downwardly constricted manner, the mud-like substance caused by one rotation of the swinging member is earlier in the lower layer portion near the narrow space of the housing. It will be compressed, and the upper layers will be compressed later. Moreover, due to the accumulation of mud that accompanies repeated rocking of the rocking member, the mud that has accumulated in the lower layer is pushed downward and pushed into the narrow space, where water It becomes a compacted mud with poor permeability, and at this point the mud discharge port is opened. On the other hand, the water separated from the mud matter is discharged to the outside from the drain port of the housing while increasing its volume. In this manner, the muddy water treatment is efficiently performed by continuously supplying the muddy water to the housing, repeating the reciprocating rocking of the rocking member, and operating the forced mud discharge mechanism.

【0010】そして、上記強制排泥機構はスクリューコ
ンベアで構成されており、モータ等により回転力をスク
リューコンベアに付与するだけで、泥状物を確実に且つ
連続的に排出させることが可能になり、また、泥状物の
圧縮状態を検出する検出手段と、この検出手段からの信
号に基づいて強制排泥機構を制御する制御手段とを設け
ることにより、泥状物の圧縮度合が不足している時には
強制排泥機構を停止させ且つ圧縮度合が充分なものとな
った時点で強制排泥機構を起動させるといった動作を自
動的に行えるようになり、更には強制排泥機構の運転速
度を泥状物の圧縮度合に応じて調整することも可能にな
る。加えて、上記揺動部材の下方付近に位置してこの揺
動部材と相対向する仕切板が、その一端がスプロケット
を介して駆動源に連結し、他端が電磁ブレーキに連結す
る回転軸に支持されており、上記のように繰り返し揺動
する揺動部材により圧縮された泥状物が下方に押されて
狭小空間の中に押し入れられる際、上記仕切板は駆動源
により正逆方向に回転し、ハウジングの一対の側板の下
端部に連設する垂下板の内面に設けられた回転止に達す
る位置で、電磁ブレーキにより停止する度に、所謂サイ
フォン効果が一時的に遮断されることとなり、上記泥状
物は再度圧縮されることとなる。
The above-mentioned forced mud discharge mechanism is composed of a screw conveyor, and it is possible to reliably and continuously discharge the mud-like material only by applying a rotational force to the screw conveyor by a motor or the like. Further, by providing the detection means for detecting the compressed state of the mud and the control means for controlling the forced mud discharge mechanism based on the signal from this detection means, the degree of compression of the mud becomes insufficient. When it is operating, the forced mud removal mechanism is stopped and the forced mud removal mechanism is started automatically when the degree of compression becomes sufficient. It is also possible to adjust according to the degree of compression of the material. In addition, a partition plate located below the swing member and facing the swing member has a rotating shaft having one end connected to a drive source via a sprocket and the other end connected to an electromagnetic brake. When the mud matter that is supported and repeatedly rocked by the rocking member is pushed downward and pushed into the narrow space, the partition plate rotates in the forward and reverse directions by the drive source. However, at a position reaching the rotation stop provided on the inner surface of the hanging plate connected to the lower ends of the pair of side plates of the housing, the so-called siphon effect is temporarily interrupted each time it is stopped by the electromagnetic brake, The mud will be compressed again.

【0011】[0011]

【実施例】図1及び図2は、本発明の第1実施例におけ
る泥水処理装置Aの全体構成を示す斜視図である。同図
において、1は上部が開放したハウジングであり、この
ハウジング1の一対の側板2,3は下窄まり状に傾斜し
ている。また、ハウジング1の上部一方側には排水口4
が形成されていると共に、ハウジング1の上部他方側に
は泥水供給口5が形成されている。そして、泥水供給口
5を介して先端が開口する管状体5aからハウジング内
に泥水が送給されるようになっている。この場合、泥水
供給口5と排水口4との配設位置は、図示のものに限定
されるわけではないが、泥水供給口5と排水口4との離
間寸法をできるだけ長くすることが、泥状物の圧縮度を
高めるためには好ましいものである。更に、ハウジング
1の内部空間には、揺動部材6が収納されていると共
に、この揺動部材6の下方に存する狭小空間7は、仕切
板8により二室に仕切られており、この二室にそれぞれ
通じる筒体9,9が、ハウジング1の片側の背板1aの
下端部に突設され、且つ、この筒体9の先端部に形成さ
れた下方への突出小筒体9aの下端開口部が排泥口10
とされている(図1には、一方の突出小筒体9a及び排
泥口10を省略して示す)。そして、ハウジング1の底
部を貫通して一端が筒体9の内部で排泥口10に達し、
他端がハウジング1より突出するスクリューコンベアで
なる強制排泥機構11が各々回動自在に保持されてい
る。この強制排泥機構11には、電動モータ等の駆動装
置12の回転が付与されるようになっている。
1 and 2 are perspective views showing the entire construction of a muddy water treatment apparatus A in a first embodiment of the present invention. In the figure, reference numeral 1 denotes a housing having an open upper portion, and a pair of side plates 2 and 3 of the housing 1 are inclined downwardly. A drain port 4 is provided on one side of the upper part of the housing 1.
And a muddy water supply port 5 is formed on the other upper side of the housing 1. Then, the muddy water is fed into the housing from the tubular body 5a having an open end through the muddy water supply port 5. In this case, the arrangement positions of the muddy water supply port 5 and the drainage port 4 are not limited to those shown in the figure, but it is important to make the distance between the muddy water supply port 5 and the drainage port 4 as long as possible. This is preferable in order to increase the degree of compression of the substance. Further, the swing member 6 is housed in the inner space of the housing 1, and the narrow space 7 below the swing member 6 is divided into two chambers by a partition plate 8. The cylindrical bodies 9 and 9 that respectively communicate with each other are projectingly provided at the lower end portion of the back plate 1a on one side of the housing 1, and the lower end opening of the downward projecting small cylindrical body 9a formed at the distal end portion of the cylindrical body 9 The part is a mud discharge port 10
(In FIG. 1, one projecting small tubular body 9a and the mud discharge port 10 are omitted). Then, it penetrates the bottom portion of the housing 1 and one end reaches the sludge discharge port 10 inside the cylindrical body 9,
Forced mud discharge mechanisms 11 each of which is a screw conveyor having the other end protruding from the housing 1 are rotatably held. The forced sludge removal mechanism 11 is provided with rotation of a drive device 12 such as an electric motor.

【0012】上記揺動部材6は、枠体13と、網状体1
4とを備えるものである。具体的に説明すると、枠体1
3はロッドを強固に枠組みすることにより形成され、網
状体14は山形の凸部15と谷形の凹部16とを交互に
備え、しかもそれらの凸部15と凹部16との繰返し方
向(矢符X)が上下方向となる形態で上記枠体13に取
り付けてある。このような揺動部材6は、その下端部6
aが上記ハウジング1の底部の狭小空間7の中央部を貫
通する横軸17を介して揺動自在に支持されている。し
たがって横軸17が揺動部材6の揺動支点Pとして機能
する。また、揺動部材6の枠体13の上端には、流体シ
リンダ100のピストンロッド101の先端が回動自在
に連結され、この流体シリンダ100のシリンダチュー
ブ102の基端が取付台103に回動自在に連結されて
いる。この流体シリンダ100としては、エアシリンダ
や油圧シリンダ等が使用される。
The swing member 6 includes a frame body 13 and a mesh body 1.
4 and. Specifically, the frame 1
3 is formed by rigidly framing the rod, and the net-like body 14 has mountain-shaped convex portions 15 and valley-shaped concave portions 16 alternately, and the direction of repetition of these convex portions 15 and concave portions 16 (arrow mark). X) is attached to the frame body 13 in a form of vertical direction. Such a swing member 6 has a lower end portion 6
a is swingably supported via a horizontal shaft 17 that penetrates the central portion of the narrow space 7 at the bottom of the housing 1. Therefore, the horizontal axis 17 functions as the swing fulcrum P of the swing member 6. The tip of the piston rod 101 of the fluid cylinder 100 is rotatably connected to the upper end of the frame 13 of the swinging member 6, and the base end of the cylinder tube 102 of the fluid cylinder 100 is pivoted to the mount 103. It is freely connected. An air cylinder, a hydraulic cylinder, or the like is used as the fluid cylinder 100.

【0013】更に、上記揺動部材6における網状体14
の凸部15や凹部16に相応する箇所には、耐磨耗性や
可撓性に優れたゴムなどの帯状体でなる複数の弾性仕切
片18…18が固定されている。この弾性仕切片18に
は、それ自体の材質的な特性によって発揮される弾力性
が具備されており、その形状を蛇行状に形成すること或
いは他の方法等によっても形状的な特性によって得られ
る弾力性を具備させることが可能である。
Further, the net-like body 14 of the swing member 6 is used.
A plurality of elastic pieces 18 ... 18 made of strips of rubber or the like having excellent wear resistance and flexibility are fixed to the portions corresponding to the convex portions 15 and the concave portions 16. The elastic piece 18 is provided with elasticity which is exhibited by the material property of itself, and can be obtained by the shape property by forming the shape in a meandering shape or by another method. It is possible to provide elasticity.

【0014】また、上記揺動部材6における網状体14
の複数の凸部15…15の稜線15a…15aは、図3
に実線で示したように枠体13がハウジング1の片側の
側板2と平行になる位置に設定されたときにハウジング
1の中央部で略上下方向に並ぶのに対して、図3に仮想
線で示したように枠体13がハウジング1の中央位置に
設定されたときにハウジング1の他側の側板3との間隔
が各稜線15a…15aにおいて略同一となるようにな
っている。更に、ハウジング1の一対の側板2,3の傾
斜角度は、これらの側板2,3の内面上に堆積した泥状
物が下方に滑り落ちやすい角度つまり自然落下が可能な
角度(たとえば水平線からの仰角75度)に定められて
いる。
Further, the net-like body 14 in the swing member 6
15a of the plurality of convex portions 15 ... 15 of FIG.
As shown by the solid line in FIG. 3, when the frame body 13 is set in a position parallel to the side plate 2 on one side of the housing 1, the frame body 13 is arranged substantially vertically in the central portion of the housing 1, while the phantom line in FIG. When the frame body 13 is set at the center position of the housing 1 as shown by, the distance between the frame body 13 and the side plate 3 on the other side of the housing 1 is substantially the same on each of the ridge lines 15a ... 15a. Further, the inclination angle of the pair of side plates 2 and 3 of the housing 1 is such that the mud substances accumulated on the inner surfaces of the side plates 2 and 3 are likely to slide downward, that is, the angle at which natural fall is possible (for example, from the horizontal line). The elevation angle is 75 degrees).

【0015】一方、図3に示すように、ハウジング1の
底部は、下窄まり状の一対の側板2,3の下端部に各々
垂直に連設された垂下板2a,3aにより狭小空間7を
形成し、その内部には排泥通路が連通され、この排泥通
路が上述の仕切板8により二つの分岐排泥通路19a,
19bに仕切られている。そして、二つの分岐排泥通路
19a,19bと、前記二つの排泥口10,10とは筒
体9,9を介して各々連通された状態にある。
On the other hand, as shown in FIG. 3, the bottom of the housing 1 has a narrow space 7 formed by hanging plates 2a and 3a which are vertically connected to the lower ends of a pair of downwardly constricted side plates 2 and 3, respectively. A sludge discharge passage is communicated with the inside thereof, and the sludge discharge passage is formed by the partition plate 8 into two branch sludge discharge passages 19a,
It is divided into 19b. The two branched sludge discharge passages 19a and 19b and the two sludge discharge ports 10 and 10 are in communication with each other through the cylinders 9 and 9, respectively.

【0016】更に、ハウジング1の片側の側板2と他側
の側板3には、それぞれの側板2,3の内面上に堆積す
る泥状物Gの圧縮状態を検出するための検出手段20,
20が設けられており、この検出手段20,20の検出
信号に基づいて上記強制排泥機構11,11の駆動装置
12,12の起動と停止が制御手段21,21を介して
制御される。泥状物Gの圧縮状態を検出するための検出
手段20としては、泥状物Gの圧縮圧力を検出する圧力
センサー、泥状物Gの含水率を検出する含水率検出セン
サーなどの各種のセンサーを使用することが可能であ
る。尚、上記検出手段20の設置箇所は、図3に示すよ
うに、揺動部材6の凸部15或いは凹部16であっても
よく、また設置個数についても限定されるものではな
い。更に、制御手段21の個数についても図示例のもの
に限定されるわけではなく、例えば単一の制御手段21
により二個の駆動装置12,12を制御するように構成
することも可能である。
Further, the one side plate 2 and the other side plate 3 of the housing 1 are provided with a detecting means 20 for detecting the compressed state of the mud matter G accumulated on the inner surfaces of the side plates 2 and 3, respectively.
20 is provided, and the start and stop of the drive devices 12, 12 of the forced sludge removal mechanisms 11, 11 are controlled via the control means 21, 21 based on the detection signals of the detection means 20, 20. As the detection means 20 for detecting the compressed state of the mud matter G, various sensors such as a pressure sensor for detecting the compression pressure of the mud matter G, a water content detection sensor for detecting the water content of the mud matter G, and the like. Can be used. The detecting means 20 may be installed at the convex portion 15 or the concave portion 16 of the swinging member 6 as shown in FIG. 3, and the number of the installing means is not limited. Further, the number of the control means 21 is not limited to the example shown in the figure, and for example, a single control means 21 is provided.
It is also possible to configure so as to control the two drive devices 12, 12.

【0017】以上の構成の泥水処理装置Aにおいて、ハ
ウジング1の内部に管状体5aを介して泥水供給口5か
ら泥水が供給される。ハウジング1への泥水の供給は、
ハウジング1に適正量の泥水が常時貯留されるように連
続的または断続的になされる。したがって、ハウジング
1は泥水貯留容器としての機能を発揮する。運転初期の
段階において、ハウジング1の排泥口10はハウジング
1に供給された泥水が流出しないようになされており、
従って強制排泥機構11も停止状態にある。
In the muddy water treatment apparatus A having the above structure, muddy water is supplied into the housing 1 from the muddy water supply port 5 through the tubular body 5a. The supply of muddy water to the housing 1 is
The housing 1 is made continuously or intermittently so that an appropriate amount of muddy water is always stored. Therefore, the housing 1 exhibits a function as a muddy water storage container. At the initial stage of operation, the mud discharge port 10 of the housing 1 is designed so that the muddy water supplied to the housing 1 does not flow out,
Therefore, the forced mud discharge mechanism 11 is also in a stopped state.

【0018】所定量の泥水がハウジング1に貯留されて
いる状態において、流体シリンダ100のピストンロッ
ド101が所定の周期で突出動と縮退動とを繰り返すこ
とにより、揺動部材6が図3に実線で示した片側の側板
2側と、同図に仮想線で示した他側の側板3側との両方
向に対して、矢符Yで示すように繰り返し往復揺動され
るのである。尚、往復揺動の駆動源としては、上記の流
体シリンダを使用することに限定されるわけではなく、
例えばモータの回転を往復運動に変換するカム機構等を
使用することも可能である。
In a state where a predetermined amount of muddy water is stored in the housing 1, the piston rod 101 of the fluid cylinder 100 repeats a projecting motion and a retracting motion at a predetermined cycle, so that the rocking member 6 is shown by a solid line in FIG. The side plate 2 on one side and the side plate 3 on the other side shown in phantom in the figure are repeatedly reciprocally rocked as indicated by an arrow Y. The reciprocating drive source is not limited to the above fluid cylinder.
For example, it is possible to use a cam mechanism that converts the rotation of the motor into a reciprocating motion.

【0019】揺動部材6の網状体14の複数の凸部15
…15は、揺動部材6が片側の側板2側に回動されたと
きにその側板2と協働して泥状物の圧縮室R1…R1を
形成することに役立ち、網状体14の凹部16は、揺動
部材6が他側の側板3側に回動されたときにその側板3
と協働して泥状物の圧縮室R2…R2を形成することに
役立つ。
A plurality of convex portions 15 of the mesh body 14 of the swing member 6.
15 serves to form the compression chambers R1 ... R1 of the mud in cooperation with the side plate 2 when the swinging member 6 is rotated to the side plate 2 on one side, and the recessed portion of the mesh body 14 is provided. 16 is a side plate 3 when the swinging member 6 is rotated to the side plate 3 on the other side.
Help to form the mud compression chambers R2 ... R2.

【0020】したがって、泥水を貯留したハウジング1
の内部において、揺動部材6を揺動支点Pを中心として
片側の側板2に近付く方向Y1に回動させると、揺動部
材6が片側の側板2に近付くにつれて圧縮室R1…R1
が次第に減容してそれらの圧縮室R1…R1の中の泥状
物Gの圧縮が開始され、水が網状体14の網目を通過し
てそれらの圧縮室R1…R1の外方に排出される。ま
た、揺動部材6が片側の側板2に近付いていくと、網状
体14の凹部16…16に相応する箇所に設けられてい
る複数の弾性仕切片18…18が下側のものから片側の
側板2の内面に順次弾接して上記各圧縮室R1…R1を
上下に仕切る。更に、上記各圧縮室R1…R1において
は、下段の圧縮室R1に閉じ込められた泥状物Gが先に
圧縮され、上段の圧縮室R1に閉じ込められた泥状物G
が後から圧縮される。
Therefore, the housing 1 storing the muddy water
When the swinging member 6 is rotated in the direction Y1 about the swinging fulcrum P in the direction Y1 approaching the side plate 2 on one side, as the swinging member 6 approaches the side plate 2 on one side, the compression chambers R1 ... R1.
Gradually decreases and the compression of the mud matter G in the compression chambers R1 ... R1 is started, and the water passes through the mesh of the mesh body 14 and is discharged to the outside of the compression chambers R1 ... R1. It Further, when the swinging member 6 approaches the side plate 2 on one side, a plurality of elastic partitions 18 ... 18 provided at positions corresponding to the recesses 16 ... The compression chambers R1 ... R1 are vertically partitioned by elastically contacting the inner surface of the side plate 2. Further, in each of the compression chambers R1 ... R1, the mud matter G trapped in the lower compression chamber R1 is compressed first, and then the mud matter G trapped in the upper compression chamber R1.
Will be compressed later.

【0021】以上のような圧縮工程は、揺動部材6が上
記揺動支点Pを中心として他側の側板3に近付く方向に
回動されたときにも行われる。すなわち、揺動部材6が
他側の側板3に近付く方向に回動されたときには、網状
体14の凹部16…16がその側板3と協働して泥状物
Gの圧縮室R2…R2を形成することに役立ち、しかも
それらの圧縮室R2が次第に減容してそれらの圧縮室R
2…R2の中の泥状物Gの圧縮が開始され、水が網状体
14の網目を通過してそれらの圧縮室R2…R2の外方
に排出される。また、揺動部材6が他側の側板3に近付
いていくと、網状体14の凸部15…15に相応する箇
所に設けられている複数の弾性仕切片18…18が下側
のものから他側の側板2の内面に順次弾接して上記各圧
縮室R2…R2を上下に仕切る。各圧縮室R2…R2に
おいては、下段の圧縮室R2に閉じ込められた泥状物G
が先に圧縮され、上段の圧縮室R1に閉じ込められた泥
状物Gが後から圧縮される。
The above compression process is also performed when the swing member 6 is rotated about the swing fulcrum P in the direction of approaching the side plate 3 on the other side. That is, when the swinging member 6 is rotated in a direction approaching the side plate 3 on the other side, the recesses 16 ... 16 of the net-like body 14 cooperate with the side plate 3 to move the compression chambers R2 ... R2 of the mud G. To help form, and their compression chambers R2 gradually decrease in volume
The compression of the mud matter G in 2 ... R2 is started, and water passes through the mesh of the mesh body 14 and is discharged to the outside of the compression chambers R2 ... R2. Further, when the swinging member 6 approaches the side plate 3 on the other side, a plurality of elastic partitions 18 ... 18 provided at locations corresponding to the convex portions 15 ... The compression chambers R2 ... R2 are vertically partitioned by elastically contacting the inner surface of the side plate 2 on the other side. In each compression chamber R2 ... R2, the mud-like material G trapped in the lower compression chamber R2
Is compressed first, and the mud matter G trapped in the upper compression chamber R1 is compressed later.

【0022】このようにして揺動部材6が繰り返して往
復揺動されると、それに伴って泥状物Gが片側の側板2
の内面上と他側の側板3の内面上とに次第に堆積してい
き、そのような堆積が進行するにつれて脱水された泥状
物Gが下方に押されて狭小空間7の中に押し入れられ、
その狭小空間7の中では水の浸透性に乏しい圧密状とな
る。つまり、一度圧縮したものには水分が入らない状態
となるのである。そして、片側の側板2側で圧縮された
圧密状の泥状物Gは片側の排泥通路19aに堆積し、ま
た他側の側板3側で圧縮された圧密状の泥状物Gは他側
の排泥通路19bに堆積していく。このように泥状物G
がそれぞれの排泥通路19a,19bの中で圧密状にな
った後に対応する排泥口10を開放し、強制排泥機構1
1の運転と、揺動部材6の往復揺動の繰返しと、ハウジ
ング1への泥水の供給とを行うことにより、強制排泥機
構11による脱水された泥状物Gの排出と、ハウジング
1内での泥状物Gの圧縮・堆積と、ハウジング1の排水
口4からの排水とが連続して行われる。
When the rocking member 6 is repeatedly rocked back and forth in this manner, the mud-like material G is accompanied by the mud-like material G on one side plate 2.
On the inner surface of the side plate 3 and the inner surface of the side plate 3 on the other side, the dewatered mud matter G is pushed downward and pushed into the narrow space 7, as such deposition progresses,
In the narrow space 7, the water has a poor permeability and is in a compacted state. In other words, once compressed, water will not enter. The compacted mud matter G compressed on the side plate 2 side on one side is accumulated in the discharged mud passage 19a on one side, and the compacted mud matter G compressed on the side plate 3 side on the other side is the other side. Are accumulated in the sludge discharge passage 19b. This way the mud G
After each of the mud discharge passages 19a and 19b has become consolidated, the corresponding mud discharge port 10 is opened to force the mud discharge mechanism 1
1 is performed, the rocking member 6 is repeatedly reciprocally rocked, and muddy water is supplied to the housing 1, so that the dehydrated mud matter G is discharged by the forced mud discharge mechanism 11 and the inside of the housing 1 is discharged. The compression / accumulation of the mud matter G in step 1 and the drainage from the drainage port 4 of the housing 1 are continuously performed.

【0023】この場合、片側の側板2と網状体14の凸
部15とによって形成される所定の圧縮室R1で圧縮さ
れる泥状物Gの圧縮圧力は検出手段20によって検出さ
れると共に、他側の側板3と網状体14の凹部16とに
よって形成される所定の圧縮室R2内における泥状物G
の圧縮圧力も同様にして検出手段20によって検出され
る。このように片側の側板2側と他側の側板3側とで別
々に圧縮圧力を検出するのは、この実施例における揺動
部材6の形状が片側と他側とで対称となっておらず、従
って圧縮圧力が双方で同一にならないことに起因するも
のである。そして、個々の検出手段20による検出圧力
が所定値以上に達したときに制御手段21を介して個々
の駆動装置12を起動させ、その検出圧力が所定値より
下がったときに制御手段21を介して個々の駆動装置1
2を停止させるようにしておけば、狭小空間7における
個々の排泥通路19a,19b中の泥状物Gが圧密にな
っていない状態で排泥口10から流出されるといった事
態を確実に防止することに役立つ。即ち、検出手段20
により検出された信号が揺動部材6に連動した強制排泥
機構11の起動及び停止の作動を制御可能にし、所謂サ
イフォン効果が防止されて不充分な圧縮状態での流出を
避けることとなり、最適な圧縮密度を有する泥状物Gを
排出することが可能となる。
In this case, the compression pressure of the mud matter G compressed in the predetermined compression chamber R1 formed by the side plate 2 on one side and the convex portion 15 of the net-like body 14 is detected by the detection means 20 and the other. Mud G in a predetermined compression chamber R2 formed by the side plate 3 on the side and the concave portion 16 of the net-like body 14.
Similarly, the compression pressure is detected by the detecting means 20. In this way, the compression pressure is detected separately on the side plate 2 side on one side and the side plate 3 side on the other side, because the shape of the swinging member 6 in this embodiment is not symmetrical between the one side and the other side. Therefore, the compression pressure is not the same for both sides. Then, when the pressure detected by each of the detection means 20 reaches a predetermined value or more, each drive device 12 is activated via the control means 21, and when the detected pressure falls below the predetermined value, the control means 21 is operated. Individual drive 1
If 2 is stopped, the situation in which the mud matter G in the individual mud discharge passages 19a and 19b in the narrow space 7 is surely prevented from flowing out from the mud discharge port 10 in a non-consolidated state To help you. That is, the detection means 20
The signal detected by the control makes it possible to control the start-up and stop operations of the forced sludge removal mechanism 11 which is interlocked with the swinging member 6, so that the so-called siphon effect is prevented and the outflow in an insufficiently compressed state is avoided, which is optimal. It is possible to discharge the muddy material G having a high compression density.

【0024】なお、実験によると、検出手段20として
圧力センサーを用いた場合には、その検出圧力値が10
0gf/cm2 以上になると泥状物Gの含水率が35%
になることが確認された。したがって、個々の駆動装置
12の起動及び停止に関しては、検出手段20による検
出圧力値が100gf/cm2 以上になったときに制御
手段21を介して駆動装置12を起動させ、その検出圧
力が100gf/cm2 より下がったときに制御手段2
1を介して駆動装置12を停止させるようにしておけ
ば、冒頭で説明した従来のバッチ式泥水処理装置と同程
度に脱水された泥状物Gが得られる。
According to the experiment, when a pressure sensor is used as the detecting means 20, the detected pressure value is 10
If it exceeds 0 gf / cm2, the water content of the mud G is 35%.
Was confirmed. Therefore, regarding the activation and deactivation of each drive device 12, when the pressure value detected by the detection means 20 becomes 100 gf / cm 2 or more, the drive device 12 is activated via the control means 21, and the detected pressure is 100 gf / cm 2. Control means 2 when it falls below cm2
If the drive device 12 is stopped via the device 1, the mud matter G dehydrated to the same extent as the conventional batch type mud water treatment device described at the beginning can be obtained.

【0025】図4は、上記泥水処理装置Aをコンクリー
ト用骨材としての砕砂製造工程で発生する泥水の処理に
用いた使用状態説明図である。同図において、40は上
記砕砂製造工程で用いられている水槽であり、この水槽
40内における仕切壁41より矢符L1で示すようにオ
ーバーフローした泥水は、水中ポンプ42により泥水ラ
イン43を介して一時的貯留槽44に送給され、この一
時的貯留槽44より矢符L2で示すように通路45にオ
ーバーフローした泥水に対して凝固剤などの薬品Mが所
定量添加され、この添加後に通路45から撹拌用タンク
46に流入した泥水は撹拌機47により撹拌され、この
後において、上述の管状体5aから泥水処理装置Aのハ
ウジング1に設けられた泥水供給口5を介してハウジン
グ1内に流入するようになっている。
FIG. 4 is an explanatory view of a usage state in which the muddy water treatment device A is used for treating muddy water generated in a crushed sand manufacturing process as an aggregate for concrete. In the figure, 40 is a water tank used in the above-mentioned crushed sand manufacturing process, and muddy water overflowed from a partition wall 41 in this water tank 40 as indicated by an arrow L1 passes through a muddy water line 43 by an underwater pump 42. A predetermined amount of a chemical M such as a coagulant is added to the muddy water which is fed to the temporary storage tank 44 and overflows from the temporary storage tank 44 to the passage 45 as indicated by an arrow L2. The muddy water that has flowed into the stirring tank 46 from is stirred by the stirrer 47, and then flows into the housing 1 from the above-mentioned tubular body 5 a through the muddy water supply port 5 provided in the housing 1 of the muddy water treatment apparatus A. It is supposed to do.

【0026】図4のようにして泥水処理装置Aに供給さ
れる泥水は、薬品Mの添加により略2mm粒径の泥土フ
ロックを含むものであって、そのような泥土フロックを
含む泥水を泥水処理装置Aで上述のようにして処理する
ことにより効率よく連続処理することが可能である。ま
た、網状体14の網目の大きさは、特に限定されるもの
ではないが、この実施例においては、約3〜4mm好ま
しくは約3.5mmとされているので、上記の泥土フロ
ックは単体としてであれば、網状体14の網目を通過で
きるのであるが、泥水中には泥土フロックが集合した状
態にあるため、この泥土フロックの集合物に対しては、
網状体14による圧縮が良好に行えるものであり、むし
ろこのように網目を泥土フロックの粒径よりも僅かに大
きくしておくことにより、薬品により生成されたフロッ
クが崩壊しないこととなり、薬品使用による利点をその
まま維持できるのである。尚、一部の泥土フロックは網
状体14の網目を通過することになるが、この通過した
泥土フロックは網状体14の他方側への揺動時に他方側
の側板との間で圧縮作用を受けることになるので、何ら
問題は生じないものである。
The muddy water supplied to the muddy water treatment device A as shown in FIG. 4 contains mud flocs having a particle diameter of about 2 mm due to the addition of the chemical M. The mud water containing such mud flocs is muddy water treated. By performing the above-mentioned processing in the apparatus A, it is possible to efficiently perform continuous processing. Further, the size of the mesh of the mesh body 14 is not particularly limited, but in this embodiment, the mesh size is about 3 to 4 mm, preferably about 3.5 mm. If so, it can pass through the mesh of the mesh body 14, but since the mud flocs are in a state of being collected in the mud water,
It is possible to satisfactorily perform compression by the net-like body 14, and rather, by setting the mesh size to be slightly larger than the particle size of the mud flocs, the flocs generated by the chemicals will not collapse, and The advantage can be maintained. It should be noted that although some of the mud flocs pass through the mesh of the net body 14, the mud flocs that have passed through are subjected to a compression action between the net body 14 and the side plate on the other side when swinging to the other side. So there will be no problems.

【0027】ところで、泥水中の泥状物Gは流動性に富
むものであるので、上記揺動部材6が網状体14で構成
されずに例えば平板状のものであるとしたならば、これ
を高速で往復揺動させると、網状体14と片側または他
側の側板2,3との間からその上方に向けて泥状物Gが
流出してしまうことになる。しかしながら、上記揺動部
材6は網状体14で構成されており、しかもこの網状体
14は凸部15…15と凹部16…16とを有し、それ
らの凸部15…15や凹部16…16が各弾性仕切片1
8…18と共に片側または他側の側板2,3と協働して
区画された圧縮室R1…R1,R2…R2を形成するよ
うになっているので、網状体14と片側または他側の側
板2,3との間からその上方に向けて泥状物Gが流出し
てしまうといった事態は確実に回避される。したがっ
て、上記泥水処理装置Aにおいては、揺動部材6の往復
揺動速度をある程度速くして処理効率を向上させること
が可能である。
By the way, since the muddy material G in the muddy water is highly fluid, if the rocking member 6 is not composed of the mesh body 14 but is, for example, a flat plate, it can be moved at high speed. When reciprocally rocked, the mud matter G flows out from between the mesh body 14 and the side plates 2 and 3 on one side or the other side toward the upper side. However, the rocking member 6 is composed of the mesh body 14, and the mesh body 14 has the convex portions 15 ... 15 and the concave portions 16 ... 16, and the convex portions 15 ... 15 and the concave portions 16 ... 16 thereof. Is each elastic piece 1
Since the compression chambers R1 ... R1, R2 ... R2 are defined together with the side plates 2 and 3 on one side or the other side together with 8 ... 18, the mesh body 14 and the side plate on one side or the other side. A situation in which the mud matter G flows out from between 2 and 3 upward is surely avoided. Therefore, in the muddy water treatment device A, it is possible to improve the treatment efficiency by increasing the reciprocating swing speed of the swing member 6 to some extent.

【0028】尚、上記第1実施例は、ハウジング1の内
部下方における狭小空間7を仕切板8により二室に仕切
ると共に、この二室にそれぞれ強制排泥機構11,11
を配設したものであるが、これに代えて、仕切板8を廃
止し且つ狭小空間7に単一の強制排泥機構11を配設す
るようにしてもよく、或いは、以下に示すような構成を
採用するようにしてもよい。すなわち、図5乃至図7の
第2実施例に示すように、ハウジング1の狭小空間7を
仕切る仕切板8の下方空間を、この仕切板8と直交する
ように配設された分割仕切板22…22により複数の室
に分割し、この複数の室にそれぞれ独立して駆動及び停
止が可能な強制排泥機構11…11を配設する。そし
て、これらの強制排泥機構11…11に対応させて複数
箇所に圧力センサー20…20を取り付け、個々の圧力
センサー20により個々の強制排泥機構11を制御する
ように構成するのである。このような構成によれば、泥
水供給口5から排水口4に至る寸法が長尺である場合に
は、泥水供給口5の近傍と排水口4の近傍とで揺動部材
6による均一な圧縮が困難となり、圧縮度合の相違が生
じることになるが、それぞれの強制排泥機構11は個々
の圧力センサー20からの信号に基づいて駆動及び停止
されるので、全ての排泥口10…10から常に同一の圧
縮度合(含水率)の泥状物Gを取り出すことが可能とな
る。又、図8に示すような第3実施例の構成は、筒体9
に設けられた排泥口10を排除して、筒体9の端部を上
方向へ湾曲させて成形するものであり、泥状物Gは強制
排泥機構11の回転に伴って上部へ押し上げられること
となり、必要な排出箇所迄泥状物Gを移動させることが
可能となる。
In the first embodiment, the narrow space 7 below the inside of the housing 1 is divided into two chambers by the partition plate 8, and the two chambers are forcedly sludge-driving mechanisms 11 and 11, respectively.
However, instead of this, the partition plate 8 may be eliminated and a single forced mud discharge mechanism 11 may be arranged in the narrow space 7, or as shown below. You may make it employ | adopt a structure. That is, as shown in the second embodiment of FIGS. 5 to 7, the partition plate 22 is arranged so that the space below the partition plate 8 for partitioning the narrow space 7 of the housing 1 is orthogonal to the partition plate 8. 22 is divided into a plurality of chambers, and a forced sludge removal mechanism 11 ... 11 that can be independently driven and stopped is disposed in each of the plurality of chambers. Then, pressure sensors 20 ... 20 are attached at a plurality of locations in correspondence with these forced sludge dewatering mechanisms 11 ... 11, and the individual pressure sensors 20 are configured to control the individual forced sludge dewatering mechanisms 11. With such a configuration, when the size from the muddy water supply port 5 to the drainage port 4 is long, the rocking member 6 uniformly compresses the muddy water supply port 5 and the drainage port 4 in the vicinity thereof. However, since the forced dewatering mechanisms 11 are driven and stopped based on the signals from the individual pressure sensors 20, all the dewatering ports 10 ... It is possible to always take out the mud material G having the same compression degree (water content). Further, the structure of the third embodiment as shown in FIG.
The sludge discharge port 10 provided at the end is removed, and the end of the cylindrical body 9 is curved upward to be molded. The mud G is pushed up as the forced sludge discharge mechanism 11 rotates. As a result, the mud-like material G can be moved to the required discharge location.

【0029】更に又、図9乃至図11に示す第4実施例
の構成のものは、仕切板8の端部の長手方向にゴム等の
弾性部材により成る当接部材23を設け、且つ、仕切板
8を、横軸17の下方に位置して横軸17と同じく狭小
空間7の中央部を貫通させた回転軸28にゴム等の連接
部材24を介して横軸17に隙間を設けてより保持する
と共に、回転軸28の一端をスプロケット25を介して
駆動源26に連結させ、他端を電磁ブレーキ27に連結
させるものである。又、ハウジング1の一対の側板2,
3の下端部に連接された垂下板2a,3aの内面には、
当接部材23が当接する回転止29を各々設けたもので
ある。この構成での駆動源26は、電動モーターか或い
は油圧方式のものを使用すればよく、又、回転止29
は、球状の鉄を垂下板2a,3aの内面に設けたもの
か、或いは、長尺な部材をその内面の長手方向に設けた
ものでもよい。上記構成によれば、図9の矢符Zに示す
ように、仕切板8に駆動源26による正逆方向の回転が
付与されることとなり、繰り返し揺動する揺動部材6に
より圧縮された泥状物Gが下方に押されて狭小空間7の
中に押し入れられる際、仕切板8が回転止29に達する
位置で電磁ブレーキ27により停止する度に、揺動部材
6を境にして成形されるハウジング1の両側の内部が仕
切板8により塞がれ、所謂サイフォン効果が一時的に遮
断されることとなり、圧縮度合が高まり、泥状物Gは再
度圧縮されることとなる。
Furthermore, in the structure of the fourth embodiment shown in FIGS. 9 to 11, the abutment member 23 made of an elastic member such as rubber is provided in the longitudinal direction of the end of the partition plate 8 and the partition is provided. The plate 8 is positioned below the horizontal shaft 17 and a rotary shaft 28, which penetrates the central portion of the narrow space 7 like the horizontal shaft 17, is provided with a gap in the horizontal shaft 17 via a connecting member 24 such as rubber. In addition to holding, one end of the rotary shaft 28 is connected to the drive source 26 via the sprocket 25, and the other end is connected to the electromagnetic brake 27. In addition, the pair of side plates 2 of the housing 1
On the inner surfaces of the hanging plates 2a, 3a connected to the lower end of 3,
The rotation stop 29 with which the contact member 23 contacts is provided. The drive source 26 in this configuration may be an electric motor or a hydraulic type, and a rotation stop 29
The spherical iron may be provided on the inner surfaces of the hanging plates 2a and 3a, or a long member may be provided on the inner surfaces in the longitudinal direction. According to the above configuration, as shown by the arrow Z in FIG. 9, the partition plate 8 is given rotation in the forward and reverse directions by the drive source 26, and the mud compressed by the rocking member 6 that repeatedly rocks. Each time the partition G is stopped by the electromagnetic brake 27 at the position where it reaches the rotation stop 29 when the object G is pushed downward and pushed into the narrow space 7, it is formed with the swinging member 6 as a boundary. The insides of both sides of the housing 1 are closed by the partition plates 8, the so-called siphon effect is temporarily blocked, the degree of compression is increased, and the mud G is compressed again.

【0030】[0030]

【発明の効果】以上のように本発明に係る泥水処理装置
によれば、ハウジングを下窄まり状に形成すると共に、
ハウジングの底部に揺動支点を有する揺動部材を、枠体
に網状体を張り渡すことにより構成したから、揺動部材
の一方側への揺動時にはハウジングの片側の側板と協働
して泥状物の圧縮を行い、他方側への揺動時にはハウジ
ングの他側の側板と協働して泥状物の圧縮を行うことに
なり、ハウジングの両側二箇所において圧縮作用が実行
され、作業能率の向上が図られることに加えて、揺動部
材がハウジングの側板に近付く際には、水が網状体の網
目を通過するので水と泥状物との分離が促進され、圧縮
作用は泥状物の集合体に対して好適に実行される。ま
た、ハウジングの一対の側板が下窄まり状に傾斜してい
るために、泥状物は、ハウジングの狭小空間に近い下層
部において先に圧縮され、上層部のものほど後に圧縮さ
れることになると共に、揺動部材を繰り返し揺動させる
ことに伴う泥状物の堆積により、下層部で堆積した泥状
物が下方に押され、従って排泥口からは水の浸透性に乏
しい圧密状の泥状物が強制排泥機構の動作により排出さ
れる。更に、狭小空間を仕切る仕切板を正逆方向に回転
させることにより、泥状物の下方への移動を遮り、上記
のような揺動部材による泥状物の圧縮に加えて、再度泥
状物に対する圧縮作用を行える。
As described above, according to the muddy water treatment apparatus of the present invention, the housing is formed in a downward constricted shape, and
Since the rocking member having the rocking fulcrum at the bottom of the housing is constructed by stretching the mesh body on the frame, when the rocking member is rocked to one side, the rocking member cooperates with the side plate on one side of the housing. The compact is compressed, and when swinging to the other side, it cooperates with the side plate on the other side of the housing to compress the sludge, and the compression action is performed at two locations on both sides of the housing, thus improving work efficiency. In addition, when the swinging member approaches the side plate of the housing, water passes through the mesh of the mesh body, which promotes the separation of water and mud, and the compression action is mud-like. It is preferably performed on a collection of objects. In addition, since the pair of side plates of the housing are inclined downwardly, the mud matter is compressed first in the lower layer portion near the narrow space of the housing and later in the upper layer portion. In addition, the muddy material accumulated in the lower layer is pushed downward due to the accumulation of the muddy material caused by the repeated rocking of the rocking member. Mud is discharged by the operation of the forced mud discharge mechanism. Further, by rotating the partition plate that partitions the narrow space in the forward and reverse directions, the downward movement of the mud is blocked, and the mud is compressed by the swinging member as described above, and the mud is re-entered. Can be used to compress.

【0031】そして、強制排泥機構の運転と、揺動部材
の往復揺動の繰返しと、ハウジングへの泥水の供給とを
連続して行うことにより、強制排泥機構による脱水され
た泥状物の排出と、ハウジング内での泥状物の圧縮・堆
積と、ハウジングの水抜き口からの排水とが連続して行
われることになり、泥水処理効率が大幅に向上すること
になる。つまり、従来のように四つの工程を別々に行う
必要がなくなり、しかもバッチ式運転を行う必要がなく
なり、作業工数の削減が図られると共に、時間の無駄が
回避される。
Then, by continuously operating the forced mud discharge mechanism, repeating the reciprocating rocking motion of the rocking member, and supplying muddy water to the housing, the mud matter dehydrated by the forced mud discharge mechanism is continuously supplied. Is continuously discharged, the mud is compressed and accumulated in the housing, and the drainage from the water drain port of the housing is continuously performed, so that the mud water treatment efficiency is significantly improved. That is, it is not necessary to separately perform the four steps as in the conventional case, and further, it is not necessary to perform the batch-type operation, the working man-hour is reduced, and the waste of time is avoided.

【0032】また、図12及び図13に示すような従来
の圧縮装置と比較して、装置の小型化や製作コストの軽
減を図ることが可能になり、量産性の向上に大きく寄与
できることになる。
Further, as compared with the conventional compression device as shown in FIGS. 12 and 13, the device can be downsized and the manufacturing cost can be reduced, which can greatly contribute to the improvement of mass productivity. .

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

【図1】本発明の第1実施例に係る泥水処理装置の外観
を示す斜視図である。
FIG. 1 is a perspective view showing an appearance of a muddy water treatment device according to a first embodiment of the present invention.

【図2】本発明の第1実施例に係る泥水処理装置の内部
構造を示す斜視図である。
FIG. 2 is a perspective view showing an internal structure of the muddy water treatment device according to the first embodiment of the present invention.

【図3】本発明の第1実施例に係る泥水処理装置の作用
を示す概略縦断正面図である。
FIG. 3 is a schematic vertical sectional front view showing the operation of the muddy water treatment device according to the first embodiment of the present invention.

【図4】本発明の第1実施例に係る泥水処理装置をコン
クリート用骨材としての砕砂製造工程で発生する泥水の
処理に用いた使用状態説明図である。
FIG. 4 is an explanatory view of a usage state in which the muddy water treatment device according to the first embodiment of the present invention is used for treating muddy water generated in a crushed sand manufacturing process as an aggregate for concrete.

【図5】本発明の第2実施例に係る泥水処理装置の外観
を示す斜視図である。
FIG. 5 is a perspective view showing an appearance of a muddy water treatment device according to a second embodiment of the present invention.

【図6】本発明の第2実施例に係る泥水処理装置の内部
構造を示す要部縦断正面図である。
FIG. 6 is a vertical sectional front view of an essential part showing the internal structure of the muddy water treatment apparatus according to the second embodiment of the present invention.

【図7】本発明の第2実施例に係る泥水処理装置の内部
構造を示す要部縦断側面図である。
FIG. 7 is a vertical cross-sectional side view of essential parts showing an internal structure of a muddy water treatment device according to a second embodiment of the present invention.

【図8】本発明の第3実施例に係る泥水処理装置の内部
構造を示す要部縦断側面図である。
FIG. 8 is a vertical cross-sectional side view of essential parts showing the internal structure of a muddy water treatment device according to a third embodiment of the present invention.

【図9】本発明の第4実施例に係る泥水処理装置の内部
構造を示す要部縦断側面図である。
FIG. 9 is a vertical cross-sectional side view of essential parts showing the internal structure of a muddy water treatment device according to a fourth embodiment of the present invention.

【図10】本発明の第4実施例に係る泥水処理装置の内
部構造を示す要部拡大縦断側面図である。
FIG. 10 is an enlarged vertical cross-sectional side view of essential parts showing the internal structure of the muddy water treatment device according to the fourth embodiment of the present invention.

【図11】本発明の第4実施例に係る泥水処理装置の内
部構造を示す要部縦断正面図である。
FIG. 11 is a vertical cross-sectional front view of essential parts showing the internal structure of a muddy water treatment device according to a fourth embodiment of the present invention.

【図12】従来のバッチ式泥水処理装置の構成を示す概
略正面図である。
FIG. 12 is a schematic front view showing the configuration of a conventional batch type mud water treatment device.

【図13】従来のバッチ式泥水処理装置の作用を示す概
略正面図である。
FIG. 13 is a schematic front view showing the operation of a conventional batch type muddy water treatment device.

【符号の説明】[Explanation of symbols]

A 泥水処理装置 1 ハウジング 2 片側の側板 3 他側の側板 2a,3a 垂下板 4 水抜き口 5 泥水供給口 6 揺動部材 P 揺動支点 7 狭小空間 8 仕切板 10 排泥口 11 強制排泥機構 13 枠体 14 網状体 17 横軸 20 検出手段 21 制御手段 25 スプロケット 26 駆動源 27 電磁ブレーキ 28 回転軸 29 回転止 G 泥状物 A Muddy water treatment device 1 Housing 2 Side plate on one side 3 Side plates on the other side 2a, 3a Hanging plate 4 Drain port 5 Muddy water supply port 6 Swing member P Swing fulcrum 7 Narrow space 8 Partition plate 10 Drainage port 11 Forced sludge drainage Mechanism 13 Frame body 14 Net body 17 Horizontal axis 20 Detection means 21 Control means 25 Sprocket 26 Drive source 27 Electromagnetic brake 28 Rotation shaft 29 Rotation stop G Mud

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 相反する側に位置する一対の側板が下窄
まり状に傾斜し上部に泥水供給口と排水口とを備えた泥
水貯留容器兼用のハウジングと、 該ハウジングの底部に形成された狭小空間を貫通する横
軸を揺動支点にし且つ前記横軸から上方に延出された枠
体に網状体を張り渡してなる揺動部材と、 該揺動部材の下方付近に狭小空間を仕切り揺動部材と相
対向する仕切板と、 前記狭小空間の近傍に形成され且つ狭小空間に連通され
た排泥口と、 該排泥口に達するスクリューコンベアでなる強制排泥機
構と、 前記ハウジングの側板と揺動部材との間で圧縮された泥
状物の圧縮状態を検出する検出手段と、 該検出手段からの信号に基づいて前記強制排泥機構の作
動を制御する制御手段と、を備えたことを特徴とする泥
水処理装置。
1. A housing also serving as a muddy water storage container, wherein a pair of side plates located on opposite sides are inclined in a downward constricted manner and provided with a muddy water supply port and a drain port at the top, and a housing formed at the bottom of the housing. A swing member having a horizontal axis penetrating the narrow space as a swing fulcrum and a mesh body stretched over a frame extending upward from the horizontal axis, and a narrow space is partitioned below the swing member. A partition plate facing the swinging member, a sludge discharge port formed in the vicinity of the narrow space and communicating with the narrow space, a forced sludge removal mechanism including a screw conveyor reaching the sludge port, and a housing A detection means for detecting the compression state of the mud matter compressed between the side plate and the swinging member; and a control means for controlling the operation of the forced mud discharge mechanism based on a signal from the detection means. A muddy water treatment device characterized by that.
【請求項2】 仕切板を、一端がスプロケットを介して
駆動源に連結され、他端が電磁ブレーキに連結する回転
軸に支持して設けたことを特徴とする請求項1に記載の
泥水処理装置。
2. The muddy water treatment device according to claim 1, wherein the partition plate is supported by a rotary shaft having one end connected to a drive source via a sprocket and the other end connected to an electromagnetic brake. apparatus.
【請求項3】 ハウジングの一対の側板の下端部に連設
する垂下板の内面に回転止を設けたことを特徴とする請
求項1,2に記載の泥水処理装置。
3. The muddy water treatment device according to claim 1, wherein a rotation stop is provided on an inner surface of a hanging plate connected to lower ends of the pair of side plates of the housing.
JP4358309A 1992-08-18 1992-12-24 Muddy water treatment equipment Expired - Fee Related JPH0712556B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4358309A JPH0712556B2 (en) 1992-08-18 1992-12-24 Muddy water treatment equipment

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP24265092 1992-08-18
JP4-242650 1992-08-18
JP4358309A JPH0712556B2 (en) 1992-08-18 1992-12-24 Muddy water treatment equipment

Publications (2)

Publication Number Publication Date
JPH06114597A JPH06114597A (en) 1994-04-26
JPH0712556B2 true JPH0712556B2 (en) 1995-02-15

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JP4358309A Expired - Fee Related JPH0712556B2 (en) 1992-08-18 1992-12-24 Muddy water treatment equipment

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Publication number Priority date Publication date Assignee Title
DE19758038A1 (en) * 1997-12-29 1999-07-01 Noggerath Holding Gmbh Co Kg Device and method for discharging solids from a solid-liquid mixture
CN114956448B (en) * 2022-04-26 2023-04-18 浙江恒加环境工程有限公司 Sludge cleaning device and industrial sewage regeneration treatment system

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