JPH0551942A - Continuously solidifying device for water-containing sludge - Google Patents

Continuously solidifying device for water-containing sludge

Info

Publication number
JPH0551942A
JPH0551942A JP3237070A JP23707091A JPH0551942A JP H0551942 A JPH0551942 A JP H0551942A JP 3237070 A JP3237070 A JP 3237070A JP 23707091 A JP23707091 A JP 23707091A JP H0551942 A JPH0551942 A JP H0551942A
Authority
JP
Japan
Prior art keywords
mud
belt
sludge
trough
solidification
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP3237070A
Other languages
Japanese (ja)
Other versions
JPH083191B2 (en
Inventor
Takashi Takano
孝 高野
Hiroshi Hara
廣 原
Kakushige Moriya
閣重 守屋
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.)
TOYO BENTONAITO KK
Kajima Corp
Original Assignee
TOYO BENTONAITO KK
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TOYO BENTONAITO KK, Kajima Corp filed Critical TOYO BENTONAITO KK
Priority to JP3237070A priority Critical patent/JPH083191B2/en
Publication of JPH0551942A publication Critical patent/JPH0551942A/en
Publication of JPH083191B2 publication Critical patent/JPH083191B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To save power and improve a solidifying state by carrying the water- containing sludge of a solidifying agent adding quantity controlled in an optimum state, with a gutter-shaped belt conveyor, and by kneading the sludge with a plurality of rotary-blade-shaped paddles arranged at a gutter-shaped section. CONSTITUTION:A belt conveyor 3 with an upper section running-surface formed in a gutt-shaped trough is supported with load cells 13, and according to a sludge feeding speed, a belt speed is regulated. After that, in the trough of the conveyor 3, a plurality of rotary-blade-shaped paddles 5 are arranged, and by rotational frequency according, to the sludge feeding speed, Sludge is agitated. After that, via a piping 21 having a water content meter 33, the water-containing sludge can be fed, and the solidifying agent feeder of a rotary feeder 83 or the like is set. Besides, according to the feed quantity and water containing rate of the water containing sludge, a solidifying agent feeding speed is automatically controlled. Then, the speed of the conveyor 3 is regulated, and a sludge staying time in the trough is set, and the rotational frequency of the paddles 5 is regulated, and sludge mixing strength is regulated. As a result, a power cost can be extremely saved, and the property and hardness of the sludge can be made constant.

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、土木工事現場、特に軟
弱泥土を堀削するシールド工事現場から排出される流動
性の高い含水泥土を効率的に固化処理する連続固化装置
の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a continuous solidifying apparatus for efficiently solidifying hydrous mud having a high fluidity discharged from a civil engineering construction site, particularly a shield construction site excavating soft mud.

【0002】[0002]

【従来の技術】建造物の基礎工事や、地下鉄用随道開削
工事などでは、多量の土砂が地上に排出されるが、地下
水の豊富な軟弱粘土質あるいは礫混りシルト土質の地域
から排出される土砂は、多量の水を含み泥質土となり、
流動性が高いので、工事現場での一時保管や排土捨場へ
の輸送に際して、流出・飛散が生じ、取扱いが困難とな
り、また工事現場が市街地にある場合には、輸送による
道路の汚れその他生活環境の悪化を招き、さらに排土の
捨て地自体が少なくなって、排土受入れ困難となるな
ど、問題とされている。
2. Description of the Related Art A large amount of earth and sand is discharged to the ground during the foundation work of buildings and road excavation work for subways, but it is discharged from areas with abundant groundwater such as soft clay or gravel mixed silt soil. The earth and sand that contains a large amount of water becomes muddy soil,
Due to its high fluidity, it may be difficult to handle when temporary storage at the construction site or transportation to the dumping site occurs, and handling is difficult. It is a problem that the environment is deteriorated and the amount of waste soil itself is reduced, making it difficult to receive soil.

【0003】このような多量の水を含む泥土を取扱い易
い形に改質する方法に、セメント系、石灰系の固化剤や
液状高分子系の固化剤を配合攪拌して、固形状にするも
のがあり、塊状に固形化すれば、保管・輸送が極めて容
易となる。このような固形化のための混練混合には、従
来は、パドルミキサー、ドラムロータリーミキサー、ス
クリューミキサーなどが利用されていた。
A method of reforming such a mud containing a large amount of water into a form that is easy to handle, and mixing and stirring a cement-based or lime-based solidifying agent or a liquid polymer-based solidifying agent to form a solid state However, if solidified into a lump, storage and transportation are extremely easy. Conventionally, paddle mixers, drum rotary mixers, screw mixers, etc. have been used for such kneading and mixing for solidification.

【0004】本出願人は、既に、スクリューミキサーに
高含水泥土を、固化剤とともに供給して混合攪拌する連
続固化システムを提案している(特願昭63−3227
05号)が、このスクリューミキサーは、ミキサー胴部
の底部を可撓性硬質のゴム板により樋状に形成し、樋内
部を挿通された回転軸に移送用スクリューと混錬用パド
ルとを併設取着してミキサー底部とスクリュー外縁とを
近接させて当該スクリュー回転軸を回転させる構造のも
のであった。ミキサーの取入口で、液状の固化剤が噴射
添加されるが、パドルの共動回転により泥土と固化剤と
が混合攪拌されて、固形化しながら、スクリューの回転
によって取入れ口から排出口に泥土が移送される。この
際、取入れ口へ供給される泥土の供給速度と含水率を連
続的に測定して、固化に要する最適の固化剤添加速度を
自動的に制御するシテスムが採用されて、排出口からは
適度の硬さとなった固形物が連続的に排出される。固形
化した泥土は取扱いが容易で、堆積して野積みしても流
失汚染することなく、またトラック輸送に際しても、流
出や飛散の恐れがなく、工事現場における排土処理の省
力化と費用削減に有効であった。
The present applicant has already proposed a continuous solidification system in which a high hydrous mud is supplied to a screw mixer together with a solidifying agent and mixed and stirred (Japanese Patent Application No. 63-3227).
No. 05), this screw mixer forms the bottom of the mixer body into a gutter shape with a flexible hard rubber plate, and a transfer screw and a kneading paddle are installed side by side on a rotating shaft inserted through the gutter. The structure was such that the screw rotation shaft was rotated by mounting the mixer bottom part and the screw outer edge in close proximity to each other. At the intake of the mixer, a liquid solidifying agent is sprayed and added, but the mud and the solidifying agent are mixed and stirred by the co-rotation of the paddle, and while solidifying, the rotation of the screw causes the mud to flow from the intake to the outlet. Be transferred. At this time, a system that continuously measures the supply rate and water content of the mud supplied to the intake port and automatically controls the optimum solidification agent addition rate required for solidification is adopted, and the appropriate amount from the discharge port. The solid material having the hardness of is continuously discharged. The solidified mud is easy to handle, and even if it is piled up and piled up in the open field, it will not be washed away and contaminated, and there will be no risk of spillage or scattering during truck transportation. Was effective in.

【0005】[0005]

【発明が解決しようとする課題】上記の含水泥土の連続
固化システムにおいては、混合攪拌と移送とを同時にか
つ連続的にスクリューミキサーで行うため、大きなスク
リュー回転トルクを要し、駆動用モーターに能力の大き
いものを必要とし、装置全体が大型化する難点があっ
た。近年、シールド工事の大型化に伴い、排土処理能力
として毎時150m3 以上の能力の固化装置が要求され
ているが、この場合にはモータの容量は300kWにも
達する。また、スクリューミキサー内での混練と移送と
を単一軸のスクリューとパドルで行うため、混練効率を
上げるためには、スクリューを高速で回転するか、泥土
の滞留時間を長くするかの方策が必要であるけれども、
泥土の移送と固化剤との混合とを別個独立に制御するこ
とは不可能であるので、多量処理の際には混合不良とな
って、未硬化のまま軟質の泥土が排出されることもあ
り、移送中に完全に混練を終了させるために、スクリュ
ー軸の外周に突設するスクリューとパドルの形状・配置
の設計するのが困難であった。
In the above-mentioned continuous solidification system for hydrated mud, since the mixing and stirring and the transfer are simultaneously and continuously performed by the screw mixer, a large screw rotating torque is required and the driving motor has a high capacity. However, there is a problem in that the entire device becomes large. In recent years, with the increase in size of shield work, a solidification device having a capacity of 150 m 3 or more per hour is required as an earth removal treatment capacity, but in this case, the capacity of the motor reaches 300 kW. Also, since kneading and transfer in the screw mixer are performed with a single screw and paddle, it is necessary to rotate the screw at high speed or to increase the retention time of mud in order to increase the kneading efficiency. Though
Since it is not possible to control the transfer of mud and the mixing with the solidifying agent independently, it is possible that poor mixing may occur during large-scale processing, and soft mud may be discharged as it is uncured. In order to complete the kneading during the transfer, it was difficult to design the shape and arrangement of the screw and the paddle projecting on the outer circumference of the screw shaft.

【0006】本発明は、従来の泥土固化用のスクリュー
ミキサー等の固化装置の上記諸問題を解決して、駆動動
力が少なく、構造が簡素化され、かつ、混練と移送とを
別個独立に制御できる泥土処理効率の高い連続固化装置
を提供しようとするものである。
The present invention solves the above-mentioned problems of the conventional solidifying apparatus such as a screw mixer for solidifying mud, has a small driving power, has a simple structure, and controls kneading and transfer separately and independently. The present invention intends to provide a continuous solidification device having high mud treatment efficiency.

【0007】[0007]

【課題を解決するための手段】本発明の含水泥土連続固
化装置は、両端部で枢支された一対のプーリ間を可撓性
ゴムベルトが回走するベルトコンベアの上側を通過する
当該ベルトをその両縁が上方に曲げられて、概ね半円状
樋状のトラフ部として、当該上側ベルトのトラフ部内側
には、複数のパドルを放射状に外周面に突設取着した回
転軸がベルト回走方向に架設されてなるものであり、当
該ベルトコンベアの投入側には、含水泥土を投入すると
ともに固化用の粉剤及び/もしくは液剤を配合する投入
口が設けられており、当該投入口より上側ベルト上に投
入された当該含水泥土と当該粉剤及び/もしくは液剤と
を、当該ベルトの回走によりトラフ部を通過させなが
ら、パドルの回転により混合することを特徴とするもの
である。
DISCLOSURE OF THE INVENTION The apparatus for continuously solidifying hydrated mud of the present invention comprises a belt which passes above a belt conveyor in which a flexible rubber belt runs between a pair of pulleys pivotally supported at both ends thereof. Both edges are bent upward, and as a generally semi-circular gutter-shaped trough part, inside the trough part of the upper belt, a rotating shaft with a plurality of paddles radially attached to the outer peripheral surface is attached to the belt to run around the belt. The belt conveyor is provided on the feeding side of the belt conveyor, and a feeding port for feeding the hydrated mud and blending the powdering agent and / or the liquid agent for solidification is provided, and the belt above the feeding port is provided. It is characterized in that the water-containing mud and the powder agent and / or the liquid agent charged above are mixed by the rotation of the paddle while passing through the trough portion by the rotation of the belt.

【0008】また、本発明は、上記の含水泥土連続固化
装置と、固化剤を貯蔵する貯槽から当該投入口へ固化剤
を供給する固化剤供給装置と、当該ベルトコンベアの重
量計測する重量計と、固化剤添加量を制御する自動制御
装置とから成り、当該自動制御装置が、当該重量計によ
る含水泥土供給速度信号から、固化剤添加速度を算出
し、その固化剤添加速度信号をもって固化剤供給装置の
固化剤供給速度を制御するようにした含水泥土連続固化
システムを包含する。
The present invention further comprises the above-mentioned continuous solidifying device for hydrous mud, a solidifying agent supplying device for supplying the solidifying agent from a storage tank for storing the solidifying agent to the charging port, and a weighing scale for measuring the weight of the belt conveyor. , An automatic control device for controlling the amount of the solidifying agent added, the automatic controller calculating the solidifying agent addition speed from the hydrous mud supply rate signal by the weighing scale, and supplying the solidifying agent with the solidifying agent addition speed signal Includes a continuous solidification system of hydrous mud adapted to control the solidifying agent feed rate of the apparatus.

【0009】[0009]

【作用】ベルトコンベアの上側を通過するベルトが樋状
に形成されたトラフ部を混錬部としており、投入口から
流入した含水泥土は、この混錬部を通過しながら、回転
するパドルの切刃により攪拌され、同時に配合された固
化剤と泥土とが混合されて、水分と反応して固化する
が、固形化の進行している泥土であっても、パドルの切
刃は泥土を剪断して、さらに未反応の固化剤を泥土中に
すき込み、混合しながら剪断するので、泥土は塊状に固
形化されて、ベルトの移動に伴ってコンベア排出側から
排出される。
[Function] The trough part in which the belt passing above the belt conveyor is formed like a gutter is a kneading part, and the water-containing mud flowing in from the input port is cut by the rotating paddle while passing through this kneading part. Stirred by the blade, the solidifying agent and mud mixed at the same time are mixed and react with water to solidify.However, even if the mud is solidifying, the cutting edge of the paddle will shear the mud. Then, the unreacted solidifying agent is further pour into the mud and sheared while mixing, so that the mud is solidified in a lump and discharged from the conveyor discharge side as the belt moves.

【0010】泥土の移送は、コンベアベルトの移動によ
って行い、混合混錬は専らパドルの回転によって行うか
ら、移送に必要なモーターの所要動力は、スクリューミ
キサーに比較してはるかに少なくてすみ、かつスクリュ
ウーやパドルによって泥土を押出するものでないから、
スクリューをパドル軸に併設する必要なく、従って、パ
ドルの構造は極めて簡単になり、混合に必要な回転駆動
の動力も少なくてすむ。
Since the transfer of mud is carried out by moving the conveyor belt and the mixing and kneading is carried out exclusively by the rotation of the paddle, the required power of the motor for the transfer is much smaller than that of the screw mixer, and It's not something that pushes mud with a screw or paddle,
There is no need to install a screw on the paddle shaft, so the structure of the paddle is extremely simple and the rotational drive power required for mixing is small.

【0011】泥土の移送速度とパドル回転による混合の
強さは、別個独立に調整することが容易であるから、含
水泥土の性状と流入量及び固化剤の種類とその添加量に
見合った最適の混合滞留時間を容易に確保でき、含水泥
土の性状及び流入量の変化に対しても、即時に対応し
て、一定の固化泥土に変換することは極めて容易であ
る。
Since it is easy to independently and independently adjust the transfer rate of mud and the strength of mixing by paddle rotation, it is possible to optimize the properties and inflow of hydrous mud and the type of solidifying agent and its addition amount. It is possible to easily secure the mixing residence time, and it is extremely easy to immediately convert to a certain solidified mud in response to changes in the properties and inflow of hydrous mud.

【0012】本装置のベルトコンベアの基体には、ベル
トコンベアの重量を逐次計測する重量計が取付けられて
いるから、ベルト上に流入する含水泥土量と供給速度を
計測して、その含水泥土供給速度に比例して設定された
固化剤供給速度により、固化剤を供給するので、泥土の
固化に必要な最適量の固化剤を常に自動的に供給するこ
とができ、得られる固化泥土も一定性状の塊状とするこ
とができ、未固化のまま泥土が流出するようなことはな
い。
Since a weight scale for sequentially measuring the weight of the belt conveyor is attached to the substrate of the belt conveyor of the present apparatus, the amount of water-containing mud flowing into the belt and the supply speed are measured to supply the water-containing mud. Since the solidifying agent is supplied at the solidifying agent supply speed set in proportion to the speed, the optimum amount of solidifying agent necessary for solidifying the mud can always be automatically supplied. It can be made into lumps, and mud will not flow out without being solidified.

【0013】[0013]

【実施例】本発明の泥土連続固化装置を、図面に基づ
き、以下に説明する。図1は、本装置の主要構造の斜視
図であるが、装置基体11に一対のプーリ4、41が軸
支され、そのプーリ4、41間に可撓性ゴムのベルト3
0が張架されて、ベルトコンベア3を成しており、駆動
モーター(可変減速機付き)43により、排出側のプー
リ4を回転駆動してベルト30を回走する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A mud continuously solidifying apparatus of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view of the main structure of the present apparatus. A pair of pulleys 4 and 41 are axially supported by the apparatus base 11, and a flexible rubber belt 3 is provided between the pulleys 4 and 41.
0 is stretched to form a belt conveyor 3, and a drive motor (with a variable speed reducer) 43 rotationally drives the discharge-side pulley 4 to rotate the belt 30.

【0014】ベルトコンベア3の上側を回走するベルト
30には、その下面側にベルトコンベア3の長手方向に
わたって多数のローラー7が横設されて、ベルト30が
支持されており、そのベルト30の側縁31は、側縁3
1を支持するローラ71により上方に押し曲げられて、
樋状のトラフ部を形成している。
The belt 30 running on the upper side of the belt conveyor 3 has a large number of rollers 7 laterally provided on the lower surface side thereof in the longitudinal direction of the belt conveyor 3 to support the belt 30. The side edge 31 is the side edge 3
1 is pushed and bent upward by the roller 71 supporting 1,
It forms a trough-shaped trough.

【0015】図2は、上側ベルトのトラフ部の断面図で
あるが、トラフ部の当該ベルト30は、底部をローラ7
と一対の側方のローラ71、71によって支持されて、
円弧状に形成され、さらに上方の側縁部は一対のローラ
72、72により、ベルト30の外縁が外側へ拡張しよ
うとするのを阻止している。
2 is a sectional view of the trough portion of the upper belt, the belt 30 of the trough portion has a roller 7 at the bottom.
And supported by a pair of side rollers 71, 71,
It is formed in an arc shape, and the upper side edge portion prevents the outer edge of the belt 30 from expanding outward by the pair of rollers 72, 72.

【0016】図1においては、上側ベルト30の当該ト
ラフ部の内側には、数組のパドル5を、一定間隔で取着
した回転軸51が、両端部に一対の吊設部材55、56
の下端部に懸垂されて、回転自在に軸支され、その一端
部は駆動モータ(可変減速機付き)54により回転駆動
されている。当該パドル5の形状は、図3に示すように
4枚の板状のパドル5を1組として回転軸51に取着さ
れ、そのパドルの板面は概ね回転面に平行もしくは若干
傾斜して固定されており、パドル5の回転により、泥土
中を切り込む際の抵抗を小さくしており、これにより、
パドルの回転駆動の動力を小さくしている。本例では、
このパドル5を軸方向に等間隔で6組設けている。トラ
フ形状に湾曲された上側のベルト30と、パドル5の関
係は図2に示すように、ローラ7、71によりほぼ円弧
状に成形されたベルトの底部内面にパドル5の先端が接
触しないで近接するように配置されて、上記吊設部材5
5、56により固定されるが、この吊設部材55、56
は、ベルトコンベアの基体11から独立して、装置本体
1に固定されている。
In FIG. 1, a rotating shaft 51 having several sets of paddles 5 attached at regular intervals is provided inside the trough portion of the upper belt 30, and a pair of suspending members 55 and 56 is provided at both ends thereof.
Is suspended from the lower end of the shaft and rotatably supported, and one end of the shaft is rotationally driven by a drive motor (with a variable speed reducer) 54. As shown in FIG. 3, the paddle 5 has four plate-shaped paddles 5 as a set and is attached to the rotary shaft 51, and the plate surface of the paddle is fixed substantially parallel to the rotation surface or slightly inclined. The rotation of the paddle 5 reduces the resistance when cutting through the mud.
The power to rotate the paddle is reduced. In this example,
Six sets of the paddles 5 are provided at equal intervals in the axial direction. As shown in FIG. 2, the relationship between the upper belt 30 curved in the shape of a trough and the paddle 5 is as shown in FIG. 2, in which the tip of the paddle 5 does not come into contact with the inner surface of the bottom of the belt formed by the rollers 7 and 71 in an almost arc shape. The suspension member 5 is arranged so as to
The suspension members 55, 56 are fixed by 5, 56.
Is fixed to the apparatus main body 1 independently of the base body 11 of the belt conveyor.

【0017】この泥土連続固化装置の寸法と能力の一例
を挙げれば、ベルトコンベアーのプーリー間隔9.0
m、混練部であるトラフ部の長さ5.6m、ベルト幅
1.3mであり、ベルト移送速度36m/min 、またト
ラフ部の直径を0.5mとして、含水泥土は最大約15
0m3 /Hの処理が可能である。この場合、トラフ部中
の泥土層はベルト底面からパドル回転軸までの高さの約
70%を占めており、トラフ部内での滞留時間は9.3
sec となる。パドルは、4枚羽を8組設けて、その回転
直径を0.5mとし、その回転数を180rpmとする
と、移送中の泥土をパドルが剪断する剪断ピッチ即ち混
合ピッチは12.5mmとなる。即ち、ベルトコンベア
ーの排出側からは、10〜15mm程度の大きさの塊状
ないし数mmの粒状のの固化泥土が得られる。そして、
このような条件下で、ベルト上の最大荷重を2000k
gとして、ベルトコンベアー用の駆動モータは7.5k
Wの容量のもの、またパドル回転用の駆動モータは、パ
ドル粘着係数を25kg/sec として、11kWの容量
のもので充分である。従って従来のスクリューミキサー
による連続固化装置に比して、駆動モータ容量と消費電
力は概ね1/10位以下とすることができる。
To give an example of the dimensions and capabilities of this mud continuous solidification device, the pulley interval of the belt conveyor is 9.0.
m, the length of the trough part as the kneading part is 5.6 m, the belt width is 1.3 m, the belt transfer speed is 36 m / min, and the diameter of the trough part is 0.5 m.
Processing of 0 m 3 / H is possible. In this case, the mud layer in the trough occupies about 70% of the height from the bottom of the belt to the paddle rotation axis, and the residence time in the trough is 9.3.
It becomes sec. Assuming that the paddle has eight sets of four blades, the rotation diameter is 0.5 m, and the rotation speed is 180 rpm, the shear pitch for mixing the mud during transfer by the paddle, that is, the mixing pitch is 12.5 mm. That is, from the discharge side of the belt conveyor, solidified mud in the form of lumps having a size of about 10 to 15 mm or particles of several mm is obtained. And
Under these conditions, the maximum load on the belt is 2000k
As g, the drive motor for the belt conveyor is 7.5k
With a capacity of W, and a drive motor for rotating the paddle, a capacity of 11 kW with a paddle adhesion coefficient of 25 kg / sec is sufficient. Therefore, the drive motor capacity and power consumption can be reduced to about 1/10 or less as compared with the conventional continuous solidification apparatus using a screw mixer.

【0018】ベルトコンベアの投入側には、無底の容器
状の投入口2が上側のベルト30上に吊設されており、
本装置の使用に際しては、この容器中に液状の含水泥土
が流入投入される。
On the loading side of the belt conveyor, a bottomless container-shaped loading port 2 is suspended on the upper belt 30.
When using this device, liquid hydrated mud is poured into this container.

【0019】図4は、上述の泥土連続固化装置に、粉体
の固化剤貯槽8と、供給装置83とを上部に併設した実
施例の摸式的な断面図であるが、貯槽8中の粉状の固化
剤は、本例ではエレベータ82により、ロータリーフィ
ーダー83のホッパーに供給され、当該ロータリーフィ
ーダー83から適当量の粉剤が上記投入口2に供給され
る。
FIG. 4 is a schematic cross-sectional view of an embodiment in which the powder solidifying agent storage tank 8 and the supply device 83 are provided side by side in the above-mentioned mud continuous solidification apparatus. In this example, the powdery solidifying agent is supplied to the hopper of the rotary feeder 83 by the elevator 82, and an appropriate amount of the powdery agent is supplied to the charging port 2 from the rotary feeder 83.

【0020】本装置の使用に際しては、例えばシールド
工法の堀削機からポンプにより加圧排出された液状の含
水泥土を、配管21を流通して投入口2に投入し、ロー
タリーフィーダー83からの固化剤とともに、ベルト3
0の回走により、樋状のトラフ部に順次移送される。ト
ラフ部では、パドルの回転により、液状の含水泥土と固
化剤とが混合され、固化反応の進行とともに固形化し、
さらにパドルによる切込み剪断作用により、塊状又は粒
状に成形されて、固化泥土としてベルトコンベアの終端
から落下する。
When using this apparatus, for example, liquid hydrous mud which is pressurized and discharged by a pump from a digging machine of the shield construction method is introduced into the inlet 2 through the pipe 21 and solidified from the rotary feeder 83. Belt 3 with agent
With the rounding of 0, they are sequentially transferred to the trough portion. In the trough, the liquid hydrous mud and the solidifying agent are mixed by the rotation of the paddle, and solidify as the solidifying reaction progresses,
Further, it is formed into a lump or a grain by the cutting shearing action by the paddle, and falls as solidified mud from the end of the belt conveyor.

【0021】本装置において、投入含水泥土の供給量と
その含水率とから、泥土中水分の供給速度を概算してそ
の水分供給速度に比例する固化剤供給速度が、上記ロー
タリフィーダ83の回転刃84の回転速度の制御によっ
て調整され、またプーリ4の駆動モーターの回転速度を
調整してベルトコンベアのベルト30の回走速度によ
り、トラフ部内の泥土滞留時間が定められ、次にパドル
5の回転軸51の駆動モータ54の回転速度を調整し
て、パドルの回転速度を可変にすることができ、泥土の
混合強さを調整する。従って、本装置においては、投入
側の含水泥土の供給量とその性状に対応して固形化に最
も適した混合攪拌状態を実現することができる。
In this apparatus, the supply rate of the water content in the mud is roughly estimated from the amount of the supplied water-containing mud and its water content, and the solidifying agent supply rate proportional to the water supply rate is the rotary blade of the rotary feeder 83. The rotation speed of the pulley 84 is adjusted, and the rotation speed of the drive motor of the pulley 4 is adjusted to determine the mud retention time in the trough portion by the traveling speed of the belt 30 of the belt conveyor. The rotation speed of the drive motor 54 of the shaft 51 can be adjusted to make the rotation speed of the paddle variable, and the mixing strength of mud can be adjusted. Therefore, in this apparatus, the mixing and stirring state most suitable for solidification can be realized in accordance with the supply amount and the property of the hydrated mud on the input side.

【0022】図5は、当該ベルトコンベアー3を組み込
んだ基体11の構造を示すが、この基体11の下部はロ
ードセル13、13を貼設した支持部材を介して装置本
体に固定されている。
FIG. 5 shows the structure of a base body 11 incorporating the belt conveyor 3. The lower part of the base body 11 is fixed to the main body of the apparatus through a support member having load cells 13 and 13 attached thereto.

【0023】図6は、泥土連続固化システムの制御系を
示すが、ベルトコンベア3は図5に示したようにロード
セル13、13によって固化処理中常時ベルトコンベア
上の泥土の重量を計測している。ロードセル13、13
からの電気信号により含水泥土の供給速度を算出して、
その供給速度信号を、比率設定器61により、上側のベ
ルト30に供給される含水泥土の重量に比例した固化剤
供給速度信号に変換してフィーダー電力調整器62によ
り、ロータリーフィーダーの駆動モーターM2 の回転速
度制御を行う。したがって、投入口2への投入泥土の変
動に追随して、固化剤を泥土の重量に対して常に一定の
割合で投入口2に固化剤を投入することができ、排出側
からの固化泥土を概ね一定の固形状態に制御することが
できる。また、含水泥土の供給速度を積算することによ
り、固化処理がされた含水泥土の総重量が算出でき、こ
れにより、シールド工事の掘削土量が判り、工事管理に
使用することができる。
FIG. 6 shows the control system of the mud continuous solidification system. The belt conveyor 3 constantly measures the weight of the mud on the belt conveyor during the solidification process by the load cells 13 as shown in FIG. .. Load cell 13, 13
Calculate the feed rate of hydrous mud from the electrical signal from
The feed rate signal is converted into a solidifying agent feed rate signal proportional to the weight of the hydrated mud supplied to the upper belt 30 by the ratio setting device 61, and the feeder power adjuster 62 causes the rotary feeder drive motor M 2 Control the rotation speed. Therefore, the solidifying agent can be constantly charged into the charging port 2 at a constant ratio with respect to the weight of the mud by following the fluctuation of the charging mud into the charging port 2, and the solidified mud from the discharge side can be removed. It can be controlled to a substantially constant solid state. In addition, the total weight of the hydrous mud that has been solidified can be calculated by integrating the supply rate of the hydrous mud, and the amount of excavated soil for shield construction can be known and used for construction management.

【0024】液状の含水泥土の配管21には、水分計2
2が取付けられていることが好ましいが、水分計22に
より含水泥土中の含水率を電気的に計測して、その電気
信号を水分補正器66により、上記調節器62を補正
し、含水率が高い場合には固化剤の供給速度を上昇させ
るようにモーターM2 の回転数を上げることができ、含
水泥土の性状の変化があっても、固化泥土の形状や硬さ
は概ね一定に保持される。
The pipe 21 for the liquid hydrated mud contains a moisture meter 2
2 is preferably attached, but the water content in the water-containing mud is electrically measured by the water content meter 22, and the electric signal is corrected by the water content compensator 66 by the controller 62 so that the water content is When it is high, the rotation speed of the motor M 2 can be increased so as to increase the supply speed of the solidifying agent, and the shape and hardness of the solidified mud can be kept almost constant even if the properties of the hydrous mud change. It

【0025】また本システムでは、ベルトコンベア3を
支持する支持部材のロードセル13、13による電気信
号により、移送調節器64でプーリ4の回転数を制御し
て、一定以上の泥土供給速度に比例してベルトの移送速
度を調節し、同時に混合調節器64でパドル5の回転数
を制御して、上側のベルト30のトラフ部内での泥土の
層厚をできるだけ一定に保持して、泥土の供給速度が大
きい場合には、パドル5の回転数を大きくして、攪拌を
強化することができる。
Further, in this system, the rotation speed of the pulley 4 is controlled by the transfer controller 64 by an electric signal from the load cells 13, 13 of the supporting member for supporting the belt conveyor 3 so as to be proportional to the mud supply speed above a certain level. The belt feeding speed is adjusted by controlling the rotation speed of the paddle 5 by the mixing controller 64 at the same time to keep the layer thickness of the mud in the trough portion of the upper belt 30 as constant as possible. When is large, the number of rotations of the paddle 5 can be increased to enhance stirring.

【0026】以上の実施例では、固化剤として粉材を投
入する例を示したが、液状の固化剤を利用してもよく、
この場合は固化剤の液槽と、供給用ポンプが取付けられ
て、制御シテスムにおいては、ロータリーフィーダーの
モーターM2の代わり、ポンプの駆動モーター又はその
ポンプ出口側の流量調整バルブが制御される。また粉剤
と液剤の両方を使用するシステムも勿論、利用可能であ
る。以上のようにして、含水泥土を改質して固形化にし
た固化泥土は、必要により野積みして仮置きすることも
可能で最終的には、通常のトラック輸送等により埋立地
において他の廃棄物と同様に埋立てられる。
In the above embodiments, an example in which a powder material is added as a solidifying agent has been shown, but a liquid solidifying agent may be used,
In this case, a liquid tank of the solidifying agent and a supply pump are attached, and in the control system, instead of the motor M 2 of the rotary feeder, the drive motor of the pump or the flow rate adjusting valve on the pump outlet side thereof is controlled. Also, a system using both powder and liquid is of course available. As described above, the solidified mud obtained by modifying the hydrous mud to be solidified can be piled up in the open field and temporarily placed in the final place. It is landfilled like waste.

【0027】[0027]

【効果】本発明の泥土含水固化装置を実施すれば、次の
ように効果を奏する。 1.ベルトコンベアーの上側を転走するベルトを樋状に
成形して、トラフ部として、ベルトの移動により泥土を
輸送しながらトラフ中でパドルを回転させて、泥土を切
込み攪拌するので、固化剤と容易に混合し、かつパドル
の剪断作用により塊状化した固化泥土に容易に形成する
ことができる。
[Effect] The following effects can be obtained by implementing the apparatus for solidifying water content of mud of the present invention. 1. The belt rolling on the upper side of the belt conveyor is shaped like a gutter, and as the trough, the paddle is rotated in the trough while transporting the mud by moving the belt, and the mud is cut and stirred, so it is easy to use as a solidifying agent. It can be easily formed into a solidified mud that has been mixed into a solidified mud by the shearing action of the paddle.

【0028】2.混合攪拌中の泥土の移送はベルトコン
ベアの回送により、混合攪拌はパドルの回転により別個
独立に行うから、移走及び混合に要する動力は少なくて
すみ、従来の同一処理能力のスクリューミキサーに比べ
て所要電力は1/10以下でよい。また、ベルト移走速
度を調整してトラフ中での泥土の滞留時間を調整でき、
かつ泥土の固化剤との混合攪拌の強さを、パドルの回転
速度により調整するので、泥土の含水率その他の性状に
適した混合処理により、概ね一定の性状の固化泥土が容
易に得られる。
2. The transfer of mud during mixing and stirring is carried out by the belt conveyor, and the mixing and stirring is done independently by the rotation of the paddle.Therefore, less power is required for transfer and mixing, compared to conventional screw mixers with the same processing capacity. The required power may be 1/10 or less. Also, you can adjust the belt migration speed to adjust the retention time of mud in the trough,
Moreover, since the strength of mixing and stirring the mud with the solidifying agent is adjusted by the rotation speed of the paddle, the solidified mud having a substantially constant property can be easily obtained by the mixing treatment suitable for the water content and other properties of the mud.

【0029】3.ベルトコンベア自体の重量を常時計測
して、泥土の供給速度に比例した固化剤を自動的に投入
することができるので、含水泥土の供給速度が時々刻々
変化しても、常に一定の硬さの塊状の固化泥土が得ら
れ、未硬化の泥土が流出するような状態は容易に回避す
ることができる。
3. Since the weight of the belt conveyor itself is constantly measured and a solidifying agent proportional to the mud supply rate can be automatically added, even if the water-containing mud supply rate changes momentarily, it will always have a constant hardness. It is possible to easily avoid a state where lumpy solidified mud is obtained and uncured mud flows out.

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

【図1】含水泥土連続固化装置の斜視図。FIG. 1 is a perspective view of a hydrous mud continuous solidification device.

【図2】含水泥土連続固化装置の上側ベルトのトラフ部
の断面図。
FIG. 2 is a cross-sectional view of the trough portion of the upper belt of the hydrous mud continuous solidification device.

【図3】パドルの側面図(A)と断面図(B)。FIG. 3 is a side view (A) and a sectional view (B) of the paddle.

【図4】泥土固化装置の断面図。FIG. 4 is a cross-sectional view of the mud solidification device.

【図5】含水泥土連続固化装置のベルトコンベアの正面
図(A)と側面図(B)。
FIG. 5 is a front view (A) and a side view (B) of a belt conveyor of a continuous hydrated mud solidifying device.

【図6】自動制御のためのシステム図。FIG. 6 is a system diagram for automatic control.

【符号の説明】[Explanation of symbols]

1 装置本体 11 基体 2 投入口 3 ベルトコンベア 30 ベルト 4 プーリ 41 プーリ 5 パドル 51 パドル回転軸 7 ローラー 8 貯槽 83 固化剤供給装置 1 Device Main Body 11 Base 2 Input Port 3 Belt Conveyor 30 Belt 4 Pulley 41 Pulley 5 Paddle 51 Paddle Rotating Shaft 7 Roller 8 Storage Tank 83 Solidifying Agent Supply Device

───────────────────────────────────────────────────── フロントページの続き (72)発明者 守屋 閣重 岡山県笠岡市東大戸3527 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Moriya Kageshige 3527 Higashioda, Kasaoka, Okayama Prefecture

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 両端部で枢支された一対のプーリ間を可
撓性ゴムベルトが回走するベルトコンベアの上側を通過
する当該ベルトを、その両縁がベルト支持ローラにより
上方に曲げられて、樋状のトラフ部となし、 当該上側ベルトのトラフ部内側には、複数のパドルを放
射状に外周面に突設取着した回転軸がベルト回走方向に
架設され、 当該ベルトコンベアの投入側には、含水泥土を投入する
とともに、固化用の粉剤及び/もしくは液剤を配合する
投入口が設けられて成り、 当該投入口より上側ベルト上に投入された当該含水泥土
と当該粉剤及び/もしくは液剤とを、当該ベルトの回走
によりトラフ部を通過させながら、パドルの回転により
混合することを特徴とする含水泥土連続固化装置。
1. A belt which passes above a belt conveyor in which a flexible rubber belt runs between a pair of pulleys pivotally supported at both ends, both edges of which are bent upward by belt supporting rollers, It is not a trough-shaped trough, and inside the trough of the upper belt, a rotary shaft with a plurality of paddles radially attached to the outer peripheral surface is installed in the belt traveling direction, and is installed on the loading side of the belt conveyor. Is provided with an inlet for mixing the powdery and / or liquid agent for solidification with the addition of the hydrous mud, and the hydrous mud and the powdery agent and / or the liquid agent, which have been put on the upper belt from the port. Is mixed by rotating the paddle while passing through the trough part by the rotation of the belt.
【請求項2】 請求項1記載の含水泥土連続固化装置
と、固化剤を貯蔵する貯槽から当該投入口へ固化剤を供
給する固化剤供給装置と、当該ベルトコンベアの重量計
測をする重量計と、固化剤添加量を制御する自動制御装
置とから成り、当該制御装置により、 当該自動制御装置が、当該重量計による含水泥土供給速
度信号から、固化剤添加速度を算出し、その固化剤添加
速度信号をもって固化剤供給装置の固化剤供給速度を制
御するようにした含水泥土連続固化システム。
2. The water-containing mud continuous solidification apparatus according to claim 1, a solidification agent supply apparatus for supplying the solidification agent from a storage tank for storing the solidification agent to the charging port, and a weight scale for measuring the weight of the belt conveyor. , An automatic controller for controlling the amount of the solidifying agent added, and by the controller, the automatic controller calculates the solidifying agent addition speed from the hydrous mud supply rate signal by the weighing scale, and the solidifying agent addition speed A continuous solidification system for hydrated mud, which controls the solidification agent supply speed of the solidification agent supply device with a signal.
JP3237070A 1991-08-24 1991-08-24 Water-containing mud continuous solidification device Expired - Lifetime JPH083191B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3237070A JPH083191B2 (en) 1991-08-24 1991-08-24 Water-containing mud continuous solidification device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3237070A JPH083191B2 (en) 1991-08-24 1991-08-24 Water-containing mud continuous solidification device

Publications (2)

Publication Number Publication Date
JPH0551942A true JPH0551942A (en) 1993-03-02
JPH083191B2 JPH083191B2 (en) 1996-01-17

Family

ID=17009974

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3237070A Expired - Lifetime JPH083191B2 (en) 1991-08-24 1991-08-24 Water-containing mud continuous solidification device

Country Status (1)

Country Link
JP (1) JPH083191B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997008397A1 (en) * 1995-08-31 1997-03-06 Komatsu Ltd. Control device for soil improvement machine
KR100436391B1 (en) * 2001-06-20 2004-06-16 주식회사 포스코건설 A mixer apparatus for a coagulating of water treatment sludge
JP2007130623A (en) * 2005-10-11 2007-05-31 Sumitomo (Shi) Construction Machinery Manufacturing Co Ltd Mixing and stirring device of soil improving machine
US8093169B2 (en) 2006-11-06 2012-01-10 Krosakiharima Corporation High-durability sleeve bricks
JP2015054276A (en) * 2013-09-11 2015-03-23 鹿島建設株式会社 Incineration ash processing method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5717998U (en) * 1980-07-02 1982-01-29
JPS5718054U (en) * 1980-07-01 1982-01-29
JPS592727U (en) * 1982-06-25 1984-01-09 株式会社気工社 Dehydration conveyor skirt
JPS59153913U (en) * 1983-04-02 1984-10-16 伊藤 茂 Belt conveyor with top cover

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5718054U (en) * 1980-07-01 1982-01-29
JPS5717998U (en) * 1980-07-02 1982-01-29
JPS592727U (en) * 1982-06-25 1984-01-09 株式会社気工社 Dehydration conveyor skirt
JPS59153913U (en) * 1983-04-02 1984-10-16 伊藤 茂 Belt conveyor with top cover

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997008397A1 (en) * 1995-08-31 1997-03-06 Komatsu Ltd. Control device for soil improvement machine
US6004023A (en) * 1995-08-31 1999-12-21 Komatsu Ltd. Control apparatus for soil improvement machine
KR100436391B1 (en) * 2001-06-20 2004-06-16 주식회사 포스코건설 A mixer apparatus for a coagulating of water treatment sludge
JP2007130623A (en) * 2005-10-11 2007-05-31 Sumitomo (Shi) Construction Machinery Manufacturing Co Ltd Mixing and stirring device of soil improving machine
US8093169B2 (en) 2006-11-06 2012-01-10 Krosakiharima Corporation High-durability sleeve bricks
JP2015054276A (en) * 2013-09-11 2015-03-23 鹿島建設株式会社 Incineration ash processing method

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Publication number Publication date
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