JPH02203997A - Device for solidifying and kneading ooze - Google Patents

Device for solidifying and kneading ooze

Info

Publication number
JPH02203997A
JPH02203997A JP1978489A JP1978489A JPH02203997A JP H02203997 A JPH02203997 A JP H02203997A JP 1978489 A JP1978489 A JP 1978489A JP 1978489 A JP1978489 A JP 1978489A JP H02203997 A JPH02203997 A JP H02203997A
Authority
JP
Japan
Prior art keywords
ooze
section
hopper
solidifying agent
unit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP1978489A
Other languages
Japanese (ja)
Inventor
Koji Inaba
稲葉 浩司
Kunio Takeya
武谷 国男
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.)
Ube Corp
Original Assignee
Ube Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ube Industries Ltd filed Critical Ube Industries Ltd
Priority to JP1978489A priority Critical patent/JPH02203997A/en
Publication of JPH02203997A publication Critical patent/JPH02203997A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To greatly improve work efficiencies and make it possible to feed solidified ooze having approximately constant strength which is required according to changes in properties of the supplied ooze by providing an ooze feed unit, measuring unit, solidifying agent injection unit, and kneading unit to continuously solidify the ooze. CONSTITUTION:Ooze is placed in a hopper of an ooze feed unit 1 and when the ooze has a high water content, water contained is discharged through discharge pipes provided on the inclined walls of the hopper while the ooze is accumulated in the hopper so that the water content is reduced, and then the ooze is transported from the bottom of the hopper to a measuring unit 2, where weight and volume per unit time is measured, whereby bulk specific gravity (apparent specific gravity) of ooze to be kneaded and solidified or its water content at every moment is calculated based on the measurements. Then, the ooze is moved to a solidifying agent injection unit 3, where suitable quantity of solidifying agent corresponding to the bulk specific gravity or water content based on the measurement of the unit 2 is injected into the ooze and then the ooze is kneaded in a kneading unit 4, whereby the ooze in a required solidified state is discharged from an outlet 4a at the end.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、例えば、発電所の取水口や海底、湖沼、河川
9港湾などに堆積したヘドロなどΩ軟泥を浚渫した後、
埋立場などに響棄する前処理として使用する軟泥の固化
混練装置に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to, for example, after dredging soft mud such as sludge deposited in water intakes of power plants, seabeds, lakes, rivers, nine ports, etc.
This relates to a solidifying and kneading device for soft mud used as a pretreatment for disposing of it in a landfill or the like.

[従来の技術] 従来、浚渫作業によって慢られたヘドロなどの軟泥を混
練固化するには、1定量の軟泥とこの量に呂合う固化型
とをタンクに投入し、タンクに付属する攪拌機能を持っ
た混線機で混ぜ合わすたり、あるいは平地にφ上げられ
た、もしくは容器内に八れられた軟泥と固化剤とをバッ
クホーなどの建設機械を使用して人間の操作−より混ぜ
合わせていた。
[Conventional technology] In order to knead and solidify soft mud such as sludge that has traditionally been used in dredging operations, a certain amount of soft mud and a solidifying mold suitable for this amount are put into a tank, and the stirring function attached to the tank is turned on. They mixed it with a mixer they had, or they mixed it with a hardening agent and soft mud that had been raised on level ground or poured into a container, and then manually mixed it with a construction machine such as a backhoe.

[発明が解決しようとする課題] 上記に述べたタンク内での混線や建設機械の操作による
混線は、いずれもバッチ方式であり、給泥、固化剤投入
、混線、排送などの各操作が断続的に行なわれるため、
作業効率が悪く、処理される軟泥の性状、例えば、含水
率が刻々変化した場合には速やかにこれに対応すること
が難しく、含水率や比重にマツチした適正な固化剤の混
入がな定しないという問題があった。また、特に水分の
多い軟泥を処理するには必要な強度を有する固化軟泥を
得るため多量の固化剤を混合する必要に迫られていた。
[Problem to be solved by the invention] The above-mentioned cross-wires inside the tank and cross-wires due to the operation of construction machinery are all batch systems, and each operation such as mud feeding, solidification agent injection, cross-wires, and discharge is Because it is done intermittently,
Work efficiency is poor, and if the properties of the soft mud to be treated, such as the moisture content, change from moment to moment, it is difficult to respond quickly, and it is difficult to mix in the appropriate solidifying agent that matches the moisture content and specific gravity. There was a problem. In addition, in order to obtain solidified soft mud having the necessary strength, especially when treating soft mud with a high water content, it is necessary to mix a large amount of solidifying agent.

[課題を解決するための手段] 以上述べた課題を解決するため、本発明の軟泥の固化混
練装置は、給泥部、計測部、固化剤注入部、混練部から
構成され、給泥部を構成するホッパの傾剥面に沿って略
水平に排水管を配設し、かつ、前記計測部は連続的に移
送される軟泥の単位時間当りの重量を計測する重量計測
部と単位時間当りの体積を計測する体積計測部とからな
り、前記計測部で得られる軟泥の刻々の比重値に応じて
固化剤の注入量を可変できる注入器を前記固化剤注入部
に備えた構成とした。
[Means for Solving the Problems] In order to solve the above-mentioned problems, the soft mud solidifying and kneading device of the present invention is composed of a mud supply section, a measuring section, a solidification agent injection section, and a kneading section. A drain pipe is disposed approximately horizontally along the inclined surface of the hopper, and the measuring section includes a weight measuring section that measures the weight per unit time of the soft mud that is continuously transferred, and a weight measuring section that measures the weight per unit time of the soft mud that is continuously transferred. The solidifying agent injecting unit includes a volume measuring unit that measures the volume, and the solidifying agent injection unit is equipped with a syringe that can vary the injection amount of the solidifying agent according to the momentary specific gravity value of the soft mud obtained by the measuring unit.

[作用] 本発明の軟泥の固化混練装置は、軟泥が給泥部のホッパ
に収納された後、含水率の高い軟泥にあってはホッパ内
に堆積している間にホッパ傾斜面に設けた排水管より含
有水分を排出してその合図において、lは給泥部(ホラ
ノリ、2は計測部、3は固化剤注入部、4は混練部であ
り、これらはこの順序により平面的に配列されている。
[Function] The soft mud solidification and kneading device of the present invention is provided on the slope of the hopper after the soft mud is stored in the hopper of the mud supply section, and while the soft mud with a high moisture content is being accumulated in the hopper. When the water content is discharged from the drain pipe, l is the slurry supply section, 2 is the measurement section, 3 is the solidification agent injection section, and 4 is the kneading section, and these are arranged in a plane in this order. ing.

すなわち、ホッパ1の直下に受入口を有するスクリュコ
ンベヤ1aが計測部2の方向に展進しており、スクリュ
コンベヤla内に内蔵され両端に配設された軸受1bに
軸支されたスクリュ回転軸に取付けられたスクリュ羽根
の回転により軟泥を移送する。ldはスクリュ回転軸を
駆動する減速電動機であり、この動力はチェンホイール
およびチェ7lcにより伝達される。
That is, a screw conveyor 1a having an inlet directly below the hopper 1 extends in the direction of the measuring section 2, and a screw rotating shaft is built in the screw conveyor la and supported by bearings 1b arranged at both ends. The soft mud is transferred by the rotation of the screw blades attached to it. ld is a reduction motor that drives the screw rotating shaft, and this power is transmitted by a chain wheel and a chain 7lc.

また、ホッパ1には、第2図に示すようにホッパの舶斜
面にほぼその周一を囲むように略水平状にスリットを設
け、その外側にスリット幅より半径の大きいパイプを半
割したものを溶接付けする。
In addition, as shown in Fig. 2, the hopper 1 is provided with a substantially horizontal slit on the slope of the hopper so as to surround almost the entire circumference, and a pipe cut in half with a radius larger than the width of the slit is installed on the outside of the slit. Attach by welding.

この半割パイプからなる排水管1eは複数段設けられ、
いずれもひとつの間角部より張出して集合排水vlfに
連通されている。したがって、ホッパ1内に投入された
軟泥はホッパ1下部から排出されてスクリュコンベヤ1
aで輸送されるまでに、水率を低下させながら、ホッパ
下部より排出輸送され計測部に移り、ここで単位時間当
りの重量と体積を計測され、この2つの情報から混練固
化処理すべき軟泥の刻々の嵩比重(見掛は比重)あるい
は含水率が算出される。そして、その後、軟泥は固化剤
注入部に移り、計測部の情報で得られた嵩比重または含
水率に応じた適正な量の固化剤を注入されたうえ、混練
部で混ぜ合わされ、所要の固化状態となって混練部終端
の排泥口より排出される。
The drain pipe 1e consisting of this half-split pipe is provided in multiple stages,
All of them protrude from one corner and are communicated with the collective drainage vlf. Therefore, the soft mud put into the hopper 1 is discharged from the bottom of the hopper 1 and transferred to the screw conveyor 1.
Before being transported by a, the water content is reduced while being discharged from the lower part of the hopper and transferred to the measuring section, where the weight and volume per unit time are measured, and based on these two pieces of information, the soft mud to be kneaded and solidified is The instantaneous bulk specific gravity (apparent specific gravity) or moisture content of is calculated. Then, the soft mud is transferred to the solidifying agent injection section, where an appropriate amount of solidifying agent is injected according to the bulk specific gravity or moisture content obtained from the information from the measuring section, and then mixed in the kneading section to achieve the desired solidification. The slurry is discharged from the slurry outlet at the end of the kneading section.

[実施例] 以下、図に示す実施例を用いて本発明の詳細な説明する
[Example] Hereinafter, the present invention will be described in detail using examples shown in the drawings.

第1図〜第5図は本発明の1実施例を示し、第1図は全
体配置図、第2図は給泥部のホッパを示し、(a)は側
面図、(b)は正面図、(c)は平面図、(d)は排水
管の部分拡大断面図、第3図は重量計測部の側面部、第
4図は固化剤注入部の部分断面平面図、第5図は混線部
終端の排泥口の横断面図である。
Fig. 1 to Fig. 5 show one embodiment of the present invention, Fig. 1 shows the overall layout, Fig. 2 shows the hopper of the mud supply section, (a) is a side view, and (b) is a front view. , (c) is a plan view, (d) is a partially enlarged sectional view of the drain pipe, Fig. 3 is a side view of the weight measurement section, Fig. 4 is a partially sectional plan view of the solidifying agent injection section, and Fig. 5 is a cross-sectional view of the drain pipe. FIG.

ホッパ内に堆積された軟泥自身の自重によりその含有水
分は軟泥から離脱してホッパ内面の傾面を降下し、前記
のスリットに入り、排水管1e、集合排水管1fを経由
して外部へ排出される。以上の現象は、含水率の高い軟
泥など顕著に行なわれる。
Due to the weight of the soft mud deposited in the hopper, the moisture contained therein separates from the soft mud, descends the slope on the inside of the hopper, enters the slit, and is discharged to the outside via the drain pipe 1e and the collecting drain pipe 1f. be done. The above phenomenon occurs most notably in soft mud with a high moisture content.

計測部2は重量計測部2Aと体積計測部2Bから構成さ
れ、重量計測部2Aは両端にゴムなどの弾性材料からな
るフレキシブル管2Aaを取付けた輸送管を第3図に示
すように架台2Adに懸架されたロードセル2Abを介
して2点で係止したワイヤローブで吊り下げられており
、この輸送管および内容物である軟泥の重量を刻々計測
するものである。そして、この計測値は刻々受信器2A
cに電気信号の形で送られる。また、体積計測部2Bは
輸送管途中に電磁流量計なとのセンサ2Baを配設し、
同じく刻々の計測値を電気信号として受信器2Bbに送
られる。そして、受信器2Acに入った単位時間当りの
重量信号(重量波量)と、受信器2Bbに入った単位時
間当りの体積信号(体積流量)とは、ともに演算器2C
に入って、計測部2を流れている軟泥の嵩比重(見掛比
重)あるいは含水率が算出される。
The measuring section 2 is composed of a weight measuring section 2A and a volume measuring section 2B, and the weight measuring section 2A is a transport pipe with flexible pipes 2Aa made of an elastic material such as rubber attached to both ends, and is attached to a pedestal 2Ad as shown in FIG. It is suspended by a wire lobe that is fixed at two points via a suspended load cell 2Ab, and the weight of the transport pipe and the soft mud that is its contents is measured every moment. Then, this measured value is sent to the receiver 2A every moment.
c in the form of an electrical signal. In addition, the volume measurement unit 2B has a sensor 2Ba such as an electromagnetic flowmeter placed in the middle of the transport pipe,
Similarly, the measured values are sent as electrical signals to the receiver 2Bb. The weight signal per unit time (weight wave amount) that entered the receiver 2Ac and the volume signal per unit time (volume flow rate) that entered the receiver 2Bb are both calculated by the calculator 2C.
Then, the bulk specific gravity (apparent specific gravity) or water content of the soft mud flowing through the measuring section 2 is calculated.

次に、固化剤注入部3について説明すると、固化剤注入
部3は移送部(スクリュコンベヤ)3Aと注入部(パド
ル)3Bとからなり、注入部3Bは第4図に示すように
回転軸3dの周囲に複数個取付けられたパドル3eの回
転によって軟泥を移送すると同時に、回転軸3dおよび
パドル3eの内部に穿孔され、かつ、連通した固化剤供
給路を介して、固化剤注入器3aより固化剤を軟泥中に
注入するようになっている。そして、固化剤の時間当り
の供給量は、演算器2Cで算出された嵩比重あるいは含
水率の計算値に応じて、予め設定された比例設定器3b
からの指令に基づいて制御されるようになっている。
Next, explaining the solidifying agent injection part 3, the solidifying agent injection part 3 consists of a transfer part (screw conveyor) 3A and an injection part (paddle) 3B, and the injection part 3B has a rotating shaft 3d as shown in FIG. At the same time, the soft mud is transferred by the rotation of a plurality of paddles 3e attached around the rotating shaft 3d, and solidified by the solidifying agent injector 3a through a solidifying agent supply channel that is bored and communicated inside the rotating shaft 3d and the paddles 3e. The agent is injected into the soft mud. The amount of solidifying agent supplied per hour is determined by a preset proportional setting device 3b according to the bulk specific gravity or water content calculated by the calculator 2C.
It is controlled based on instructions from

混線部4では、固化剤注入部3で固化剤を注入され、あ
る程度混練された軟泥を十分に均一に混練されるように
スクリュ式の混線機が配設される。
In the mixing section 4, a screw-type mixing machine is installed so that the solidifying agent is injected in the solidifying agent injection section 3 and the soft mud, which has been kneaded to some extent, is sufficiently uniformly kneaded.

混練の終了した軟泥は、第5図に示すように終端本発明
の装置においては、軟泥を連続的に固化処理できるので
作業効率が大幅に向上する。また、供給される軟泥の性
状の変化、すなわち、嵩比重や含水率の変化に自動的に
即座に対応して要求されるほぼ一定の強度を有する固化
軟泥を提供しうる。
The soft mud that has been kneaded is terminated as shown in FIG. 5. In the apparatus of the present invention, the soft mud can be solidified continuously, so that the working efficiency is greatly improved. Further, it is possible to automatically and immediately respond to changes in the properties of the supplied soft mud, that is, changes in bulk specific gravity and water content, and provide solidified soft mud having a required almost constant strength.

また、給泥部で脱水を行なうので必要固化剤の量を軽減
できる。
Furthermore, since dewatering is performed in the mud supply section, the amount of solidifying agent required can be reduced.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図〜第5図は本発明の1実施例を示す軟泥の固化混
練装置であり、第1図は全体配置図、第2図は給泥部の
ホッパを示し、第2図(a)は側面図、第2図(b)は
正面図、第2図(e)は平面図、第2図(d)は排水管
の部分拡大断面図、第3図は重量計測部の側面図、第4
図は固化剤注入部の部分断尚平面図、第5図は混線部終
端の排泥口の横断面図である。 1・・・・・・・・・給泥部(ホラノリ、1a・・・・
・・スクリュコンベヤ、 1e・・・・・・排水管、    if・・・・・・集
合排水管、の排泥口4aより外部へ排出される。3Cお
よび4bは固化剤注入部3と混線部4に貫通する共通の
回転軸の軸受であり、4dは回転軸駆動用の減速電動機
、4Cはこの動力を伝達するチェノである。なお、第1
図中点線で示した経路は電気配線を示す。 以上に説明した構成をとることにより、本発明の軟泥の
固化混練装置においては、給泥部に供給された軟泥を連
続処理して所要の強度を有し、埋立地の地盤に適合する
固化軟泥を供給できるとともに、給泥部に供給される軟
泥が採取位置や採取条件の変化に伴なって、その性状、
殊にその嵩比重や含水率が変化してもそれに即応した固
化剤の混合率を変更して、はぼ一定の強度を有する固化
軟泥を供給することができる。 また、含水率の高い軟泥にあっては給泥部ホッパにおい
て予めその水分を減じて含水率を低減させておくことが
できるので、所要強度を有する固化軟泥をつくるに必要
な固化剤の量を軽減できる。 [発明の効果] 2・・・・・・・・・計測部、    2A・・・・・
・重量計測部、2Ab・・・ロードセル、  2Ac・
・・受信器、2B・・・・・・体積計測部、 2Ba・・・センサ(電磁流量計)、 2Bb・・・受信器、    2C・・・・・・演算器
、3・・・・・・・・・固化剤注入部、 3A・・・・・・移送部(スクリュコンベヤ)、3B・
・・・・・注入部(パドル)、 3a・・・・・・固化剤注入器、3b・・・・・・比例
設定器、4・・・・・・・・・混練部、    4a・
・・・・・排泥口。 特許出願人  宇部興産株式会社 第 図 第 図
Figures 1 to 5 show a soft mud solidification and kneading device showing one embodiment of the present invention, in which Figure 1 shows the overall layout, Figure 2 shows the hopper of the mud supply section, and Figure 2 (a) is a side view, FIG. 2(b) is a front view, FIG. 2(e) is a plan view, FIG. 2(d) is a partially enlarged sectional view of the drain pipe, and FIG. 3 is a side view of the weight measurement unit. Fourth
The figure is a partially cutaway plan view of the solidifying agent injection part, and FIG. 5 is a cross-sectional view of the mud draining port at the end of the cross-conducting part. 1・・・・・・Mud supply section (Hora Nori, 1a...
...Screw conveyor, 1e...Drain pipe, if...Collective drain pipe, is discharged to the outside from the mud removal port 4a. 3C and 4b are bearings for a common rotating shaft that penetrates the solidifying agent injection part 3 and the crosstalk part 4, 4d is a reduction motor for driving the rotating shaft, and 4C is a chino that transmits this power. In addition, the first
The dotted lines in the figure indicate electrical wiring. By adopting the configuration described above, in the soft mud solidification kneading device of the present invention, the soft mud supplied to the mud supply section is continuously processed to have the required strength, and the solidified soft mud is suitable for the ground of the landfill site. At the same time, the properties of the soft mud supplied to the mud supply section change as the sampling location and sampling conditions change.
In particular, even if the bulk specific gravity or water content changes, the mixing ratio of the solidifying agent can be changed accordingly to supply solidified soft mud having a nearly constant strength. In addition, since the water content of soft mud with a high water content can be reduced in advance in the mud supply hopper, the amount of solidifying agent required to make solidified soft mud with the required strength can be reduced. It can be reduced. [Effects of the invention] 2...Measurement section, 2A...
・Weight measurement section, 2Ab...Load cell, 2Ac・
...Receiver, 2B...Volume measurement unit, 2Ba...Sensor (electromagnetic flowmeter), 2Bb...Receiver, 2C...Calculator, 3... ...Solidifying agent injection part, 3A...Transfer part (screw conveyor), 3B.
... Injection part (paddle), 3a ... Solidifying agent injector, 3b ... Proportional setting device, 4 ...... Kneading part, 4a.
...Sludge drainage port. Patent applicant: Ube Industries, Ltd.

Claims (1)

【特許請求の範囲】[Claims] (1)軟泥の固化混練装置であって、給泥部、計測部、
固化剤注入部、混練部から構成され、給泥部を構成する
ホッパの傾斜面に沿って略水平に排水管を配設し、かつ
、前記計測部は連続的に移送される軟泥の単位時間当り
の重量を計測する重量計測部と単位時間当りの体積を計
測する体積計測部とからなり、前記計測部で得られる軟
泥の刻々の比重値に応じて固化剤の注入量を可変できる
注入器を前記固化剤注入部に備えたことを特徴とする軟
泥の固化混練装置。
(1) A soft mud solidification and kneading device, which includes a mud supply section, a measurement section,
The hopper is composed of a solidifying agent injection section and a kneading section, and a drainage pipe is arranged approximately horizontally along the slope of the hopper constituting the mud supply section, and the measurement section measures the unit time of soft mud that is continuously transferred. An injector consisting of a weight measuring section for measuring the weight per unit time and a volume measuring section for measuring the volume per unit time, and capable of varying the amount of solidifying agent injected according to the momentary specific gravity value of the soft mud obtained by the measuring section. A solidifying and kneading device for soft mud, characterized in that the solidifying agent injection part is provided with:
JP1978489A 1989-01-31 1989-01-31 Device for solidifying and kneading ooze Pending JPH02203997A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978489A JPH02203997A (en) 1989-01-31 1989-01-31 Device for solidifying and kneading ooze

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978489A JPH02203997A (en) 1989-01-31 1989-01-31 Device for solidifying and kneading ooze

Publications (1)

Publication Number Publication Date
JPH02203997A true JPH02203997A (en) 1990-08-13

Family

ID=12008956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978489A Pending JPH02203997A (en) 1989-01-31 1989-01-31 Device for solidifying and kneading ooze

Country Status (1)

Country Link
JP (1) JPH02203997A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0699633A3 (en) * 1994-09-02 1996-03-20 Ube Industries
JP2002205097A (en) * 2001-01-10 2002-07-23 Sumitomo Heavy Ind Ltd Moisture content measuring method and measuring instrument
JP2007007548A (en) * 2005-06-30 2007-01-18 Fudo Tetra Corp Discharge sludge treatment apparatus and method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0699633A3 (en) * 1994-09-02 1996-03-20 Ube Industries
JP2002205097A (en) * 2001-01-10 2002-07-23 Sumitomo Heavy Ind Ltd Moisture content measuring method and measuring instrument
JP4647795B2 (en) * 2001-01-10 2011-03-09 住友重機械エンバイロメント株式会社 Method and apparatus for measuring moisture content
JP2007007548A (en) * 2005-06-30 2007-01-18 Fudo Tetra Corp Discharge sludge treatment apparatus and method

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