JPH0822432B2 - Mud solidification treatment equipment - Google Patents

Mud solidification treatment equipment

Info

Publication number
JPH0822432B2
JPH0822432B2 JP2305077A JP30507790A JPH0822432B2 JP H0822432 B2 JPH0822432 B2 JP H0822432B2 JP 2305077 A JP2305077 A JP 2305077A JP 30507790 A JP30507790 A JP 30507790A JP H0822432 B2 JPH0822432 B2 JP H0822432B2
Authority
JP
Japan
Prior art keywords
mud
solidifying agent
rotary drum
drum
feeding device
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
JP2305077A
Other languages
Japanese (ja)
Other versions
JPH04176380A (en
Inventor
肇 中山
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.)
NISHIMATSU KENSETSU KK
SAGAMI TAABO KK
Shinwa Kogyo Inc
Original Assignee
NISHIMATSU KENSETSU KK
SAGAMI TAABO KK
Shinwa Kogyo Inc
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 NISHIMATSU KENSETSU KK, SAGAMI TAABO KK, Shinwa Kogyo Inc filed Critical NISHIMATSU KENSETSU KK
Priority to JP2305077A priority Critical patent/JPH0822432B2/en
Publication of JPH04176380A publication Critical patent/JPH04176380A/en
Publication of JPH0822432B2 publication Critical patent/JPH0822432B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Processing Of Solid Wastes (AREA)
  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】 『産業上の利用分野』 本発明は泥土固化処理装置に関するもので、特にシー
ルド掘削泥土等の含水比の高い泥土の固化に適した泥土
固化処理装置に関するものである。
TECHNICAL FIELD The present invention relates to a mud solidification processing apparatus, and more particularly to a mud solidification processing apparatus suitable for solidifying mud having a high water content such as shield excavation mud.

『従来の技術』 シールド工事を含む土木工事に際して大量に発生する
掘削土は、含水比が高いと産業廃棄物の「汚泥」とされ
るため、その処理が近時大きな問題点となっている。
"Prior art" Excavated soil, which is generated in large quantities during civil engineering work including shield construction, is regarded as "sludge" of industrial waste when the water content is high, and its treatment has become a major problem in recent years.

そこで、泥土を何らかの方法で処理し含水比を小さく
して普通土として取扱えるようになす試みが種々行なわ
れており、以下にその従来例を説明する。
Therefore, various attempts have been made to treat mud by some method so as to reduce the water content and to treat it as ordinary soil. The conventional example will be described below.

(1) ピット方式 従来最も汎用される方法で、掘削された高含水泥土を
ピットに搬入し、石灰系またはセメント系の固化剤を混
入し、ユンボ等の撹拌器で撹拌し固化させる。
(1) Pit method Conventionally, the most widely used method is to carry excavated high-water mud into the pit, mix a lime-based or cement-based solidifying agent, and stir with a stirrer such as a Yumbo to solidify.

(2) 水平スクリューオーガー方式 掘削された高含水泥土を水平スクリューオーガーで強
制搬送しつつ固化剤と撹拌するもので、水平スクリュー
が複数本平行に並置された複数軸(二軸・四軸)の装置
がある。
(2) Horizontal screw auger method The excavated high water content mud is forcibly conveyed by the horizontal screw auger and is agitated with the solidifying agent. The horizontal screws are of multiple axes (two or four axes) arranged in parallel. There is a device.

(3) 回転ドラム方式 この方式は、掘削された高含水泥土をドラム内に流入
させ、回転させながら固化剤を添加し、撹拌混合するも
のである。
(3) Rotating drum method This method is a method in which excavated high-moisture-content mud is caused to flow into a drum, and while being rotated, a solidifying agent is added and the mixture is stirred and mixed.

(4) 低速型特殊回転ドラム方式 現在最も効率的とされるもので、第5図に示すごと
く、回転ドラム1の内周面に掻上用の突起条部101,101,
101・・・を該回転ドラム1の長手方向に回転軸と平行
に設け、さらに、該回転ドラム1内には、その該突起条
部101の上端一点に止着された柔軟弾性筒102を収納して
なり、この柔軟弾性筒102は回転ドラム1の上部内にお
いて第5図に示すごとく垂れ下って泥土の付着を防止す
るようになしてある。
(4) Low-speed special rotary drum system Currently, it is the most efficient type, and as shown in FIG. 5, the protruding ridges 101, 101, for scratching the inner peripheral surface of the rotary drum 1 are used.
.. are provided in the longitudinal direction of the rotary drum 1 in parallel with the rotation axis, and a flexible elastic cylinder 102 fixed at one point on the upper end of the protrusion 101 is housed in the rotary drum 1. The flexible elastic cylinder 102 hangs down inside the upper portion of the rotary drum 1 as shown in FIG. 5 to prevent the adhesion of mud.

『発明が解決しようとする課題』 しかし、上記従来方式は夫々、以下のごとき欠点を有
し、未だ完全に満足されるものではない。
[Problems to be Solved by the Invention] However, each of the above-mentioned conventional methods has the following drawbacks and is not yet completely satisfied.

(1) ピット方式 この方式は、広い占有面積を必要とするピットと、撹
拌・積込み用の重機が必要で、また、固化剤の飛散があ
って作業環境を悪化させ、さらには、混合・撹拌も完全
ではないといった欠点が知られているが、最も大きな欠
点は、固化処理に要する時間が長く、連続処理ができな
いことである。
(1) Pit method This method requires a pit that requires a large occupied area and a heavy machine for stirring / loading. In addition, scattering of the solidifying agent deteriorates the working environment, and further mixing / stirring. However, the biggest drawback is that the solidification treatment takes a long time and continuous treatment cannot be performed.

(2) 水平スクリューオーガー方式 この方式は、一応連続処理が可能となるが、比較的大
きな動力を必要とし、撹拌効率及び処理能力が低いとい
う欠点を有している。
(2) Horizontal screw auger method This method allows continuous processing, but has a drawback that it requires relatively large power and that the stirring efficiency and the processing capacity are low.

(3) 回転ドラム方式 回転ドラム方式は比較的小さな動力で効率的な撹拌・
混練が可能なことが知られているが、含水率の高い泥土
の場合は流動性が良いため、泥土がドラム内を回転しに
くく混合されにくい欠点を有している。
(3) Rotating drum method The rotating drum method enables efficient stirring with relatively small power.
It is known that kneading is possible, but in the case of mud having a high water content, since it has good fluidity, it has the drawback that mud hardly rotates in the drum and is difficult to mix.

そこで上記の欠点を回避するにはドラムの回転数を高
めることである程度可能となるが、半面、回転数が高い
と固化途中で糊状となった泥土が遠心力によってドラム
内面に付着して混合効率が極端に低下する欠点となる。
Therefore, it is possible to avoid the above drawbacks to some extent by increasing the number of rotations of the drum.On the other hand, if the number of rotations is high, pasty mud that adheres to the inner surface of the drum due to centrifugal force and mixes. This is a drawback that the efficiency is extremely reduced.

そこで、上記泥土のドラム内面への付着は第5図従来
例によって、ある程度防止可能となったが、この装置も
回転数が高いと柔軟弾性筒102の垂れ下りが困難となる
ため回転数は低速にとどめざるを得ず、その結果、この
装置で処理できる泥土は含水率があまりにも高くないも
のに限定されるか、あるいは、回転ドラムを長尺に設定
して所定の混合効率を得るようになす必要性が生じ、ま
た、固化された泥土は大きな塊状となって、効率的で均
一な固化には未だ満足されるものではなかった。
Therefore, the above-mentioned mud can be prevented from adhering to the inner surface of the drum to some extent by the conventional example shown in FIG. 5, but this device also has a low rotation speed because it becomes difficult for the flexible elastic cylinder 102 to hang down if the rotation speed is high. As a result, the mud that can be treated with this device is limited to those that do not have too high a water content, or the rotating drum is set to a long length to obtain a predetermined mixing efficiency. It was necessary to do so, and the solidified mud became large lumps, which was not yet satisfactory for efficient and uniform solidification.

『目的』 そこで本発明は上記に鑑みなされたもので、限られた
狭い占有面積で、連続的・効率的に泥土を固化できる泥
土固化処理装置を提供することを目的としたものであ
る。
"Object" Therefore, the present invention has been made in view of the above, and an object of the present invention is to provide a mud solidification processing device capable of solidifying mud continuously and efficiently with a limited small occupied area.

『課題を解決するための手段』 上記の目的に沿い、先述特許請求の範囲を要旨とする
本発明の構成は前述課題を解決するために、一端側に泥
土投入ホッパー2を連結し、他端側を排土口3となした
回転ドラム1の内周面に、泥土投入ホッパー2側から排
土口3に向って該回転ドラム1の回転方向に傾斜する掻
上翼4,4,4・・・を配設し、 上記泥土投入ホッパー2には、上部に高吸水性高分子
よりなる第二固化剤を定量供送する第二固化剤定量供送
装置7の供送口8を臨入し、下部に第二駆動源22によっ
て回転し投入された泥土を上記回転ドラム1の一端側に
搬送するスクリューコンベヤ21を配設し、 上記回転ドラム1内に略水平方向に挿入したシャフト
5には、下端側が排土口3側に向って傾斜する掻落板6,
6,6・・・を固着し、 さらに、上記回転ドラム1内には、石灰系第二固化剤
を定量供送する第二固化剤定量供送装置7′の供送口
8′を臨入してなる技術的手段を講じたものである。
[Means for Solving the Problem] In order to solve the above-mentioned problems, the structure of the present invention, which has the above-mentioned claims as its gist, is connected to one end side of the mud charging hopper 2 and the other end thereof in order to solve the above problems. Raising blades 4,4,4 ・ inclined in the rotation direction of the rotary drum 1 from the mud charging hopper 2 side toward the soil discharge port 3 on the inner peripheral surface of the rotary drum 1 whose side is the soil discharge port 3. .. is provided, and the mud charging hopper 2 is provided with a feeding port 8 of a second solidifying agent quantitative feeding device 7 for quantitatively feeding a second solidifying agent made of a superabsorbent polymer on the upper part. Then, a screw conveyor 21 that conveys the muddy soil that has been rotated by the second drive source 22 and that has been input to the one end side of the rotating drum 1 is arranged in the lower part, and the shaft 5 inserted in the rotating drum 1 in a substantially horizontal direction is provided. Is a scraping plate 6, whose lower end is inclined toward the soil discharge port 3 side,
6 and 6 are fixed, and further, a feeding port 8'of a second solidifying agent quantitative feeding device 7'for quantitatively feeding the second lime-based second solidifying agent is provided in the rotary drum 1. It is the technical means of doing so.

『作用』 すれ故、本発明泥土固化処理装置は、比較的高速で回
転ドラム1を回転させて運転するものとする。そして、
泥土投入ホッパー2より投入された泥土と固化剤定量供
送装置7より供送される第一固化剤とがスクリューコン
ベヤ21で攪拌される。この第一固化剤は、後記する従来
公知な石灰系の固化剤ではなく、高吸水性高分子からな
り、この第一固化剤は比較的短時間で泥土中の水を吸収
して泥土を糊状にとする作用を呈する。
"Operation" Therefore, the mud solidification treatment apparatus of the present invention is operated by rotating the rotary drum 1 at a relatively high speed. And
The mud fed from the mud feeding hopper 2 and the first solidifying agent fed from the solidifying agent quantitative feeding device 7 are agitated by the screw conveyor 21. This first solidifying agent is not a conventionally known lime-based solidifying agent described later, but is made of a superabsorbent polymer, and this first solidifying agent absorbs water in the mud in a relatively short time and pastes the mud. Exhibits the action of forming.

したがって、泥土投入ホッパー2部より泥土の固化が
進行するが、上記スクリューコンベヤ21は、上記攪拌作
用と、固化がある程度進行した泥土を回転ドラム1側に
確実に供送する作用を呈することになる。
Therefore, although the solidification of the mud proceeds from the second portion of the mud feeding hopper, the screw conveyor 21 exhibits the agitation action and the action of reliably feeding the mud that has been solidified to some extent to the rotary drum 1 side. .

そして、回転ドラム1に供送された泥土は第二固化剤
が混入され、回転ドラム1の回転に伴ない掻上翼4,4,4
・・・で掻上げられる。この掻上げに際して固化がある
程度進行すると泥土は糊状となって回転ドラム1の内周
面に付着する傾向を呈する。しかし、各掻上翼4は泥土
投入ホッパー2側から排土口3に向って該回転ドラム1
の回転方向に傾斜するため、高速回転し大きな遠心力が
加わると泥土には掻上翼4に沿って泥土投入ホッパー2
側に戻す力が加わり付着を避ける作用を呈する。
Then, the mud sent to the rotary drum 1 is mixed with the second solidifying agent, and as the rotary drum 1 rotates, the scraping blades 4, 4, 4
It can be scraped up with ... When solidification proceeds to some extent during this scraping, the mud becomes a paste and tends to adhere to the inner peripheral surface of the rotating drum 1. However, each scraping blade 4 moves from the mud charging hopper 2 side toward the soil discharging port 3 to the rotary drum 1
Because it tilts in the direction of rotation of the mud, when it rotates at a high speed and a large centrifugal force is applied, the mud is fed along the scraping blades 4 along the scraping blade 4
It exerts a force to return to the side to prevent adhesion.

そして、上記掻上翼4の泥土を泥土投入ホッパー2側
に戻す作用に対して、掻落板6(この掻落板は、落下す
る泥土を単に案内するもので、泥土を回転ドラム1の内
面から掻取るものではないが、一般に掻上翼に対して、
この種の案内板も「掻落板」と称しているので、本願で
も従来の慣例に従った。)は掻上げられた後に落下する
泥土を、排土口3側に進行させる作用を呈し、この両作
用の差によって(実際には、回転ドラム1の傾斜角度も
作用して)泥土には第一固化剤に加えて第二固化剤が混
入・撹拌され徐々に固化されつつ回転ドラム1内を進行
し、やがて排土口3より固化された状態で排出されるも
のである。
Then, in response to the action of returning the mud of the scraping blade 4 to the mud feeding hopper 2 side, the scraping plate 6 (this scraping plate merely guides the falling mud and scrapes the mud from the inner surface of the rotary drum 1). It is not something to take, but in general
Since this type of guide plate is also referred to as a "scraping plate", the present application also follows the conventional convention. ) Has the effect of advancing the mud that falls after being scraped up to the soil discharge port 3 side, and due to the difference between these two effects (actually, the inclination angle of the rotary drum 1 also acts), In addition to the first solidifying agent, the second solidifying agent is mixed and agitated to gradually solidify, then progresses in the rotary drum 1, and is discharged from the soil discharging port 3 in a solidified state.

上記において、第二固化剤は従来公知は石灰系固化剤
が使用され、水と反応して泥土は固化するのは無論であ
るが、ここで、特徴的なことは第一固化剤がすでに混入
されていると、この第二固化剤は局所的に多量に存在す
る水と反応するのではなく、第一固化剤によって物理的
に抱き込まれた水と徐々に反応(ポラゾン反応)するこ
とになり、第二固化剤の有効利用と、固化した泥土が大
きな塊とならず粒状となる(詳細は後記する)作用を呈
するものである。
In the above, a lime-based solidifying agent is conventionally used as the second solidifying agent, and it is needless to say that the mud solidifies by reacting with water, but the characteristic here is that the first solidifying agent is already mixed. Therefore, the second solidifying agent does not react locally with a large amount of water, but gradually reacts with the water physically entrapped by the first solidifying agent (a polazone reaction). That is, the second solidifying agent is effectively used, and the solidified mud becomes granular without forming a large lump (details will be described later).

『実施例』 次ぎに、本発明の実施例を添付図面に基ずいて詳細に
説明する。
[Example] Next, an example of the present invention will be described in detail with reference to the accompanying drawings.

図中、1は一端側に泥土投入ホッパー2を連結し、他
端側を排土口3となした回転ドラムである。
In the figure, reference numeral 1 denotes a rotary drum having a mud feeding hopper 2 connected to one end side thereof and a soil discharge port 3 at the other end side thereof.

上記回転ドラム1は、外周適所にレールリング11が嵌
着され、支承ローラ12,12,12・・・で回転自在に支承さ
れ、また、駆動源13で回転されるようになしてあるのは
従来と同じであり、図示例では回転ドラム1の泥土投入
ホッパー2側にスプロケットリング14を固着し、このス
プロケットリング14と駆動源13とにチェーンループ16を
掛けてある。また、この回転ドラム1は支承ローラ12,1
2,12・・・により排土口3側が多少低くなるように(一
般的に、この傾斜角度は3〜5度が最も都合がよいとさ
れている。)支承してあるのも従来と同じであるが、本
発明の場合は必ずしも排土口3側を低くする必要性はな
い。
In the rotary drum 1, a rail ring 11 is fitted in a proper place on the outer periphery, rotatably supported by support rollers 12, 12, 12, ... And rotated by a drive source 13. In the illustrated example, the sprocket ring 14 is fixed to the muddy charging hopper 2 side of the rotary drum 1, and a chain loop 16 is hung between the sprocket ring 14 and the drive source 13 in the illustrated example. In addition, this rotary drum 1 is provided with bearing rollers 12,1
It is the same as the conventional one because it is supported so that the soil discharge port 3 side becomes slightly lower by 2, 12, ... (Generally, it is said that this inclination angle is 3 to 5 degrees most convenient.) However, in the case of the present invention, it is not always necessary to lower the soil discharge port 3 side.

そして、上記回転ドラム1の内周面に、泥土投入ホッ
パー2側から排土口3に向って該回転ドラム1の回転方
向に傾斜する掻上翼4,4,4・・・を配設してある。通常
回転ドラム1の内周面に配設される掻上翼は回転ドラム
1の回転軸と平行で放射方向に立設されるが、本願の泥
土投入ホッパー2側から排土口3に向って該回転ドラム
1の回転方向に傾斜するというのは、第3図に最も明ら
かに示すごとく螺進状に傾斜させて配設するものであ
る。また、この掻上翼4,4,4・・・は適宜数設けること
は無論で、図示実施例では回転ドラム1の内周4分割の
位置に夫々掻上翼4を設けてなり、これら各掻上翼4
は、回転ドラム1の長手方向に連続するスパイラル状と
なしてもよいが、泥土の付着をより防止するには途中で
分断しておくことが望ましく、図示例では回転ドラム1
の長手方向にも複数組を並置してあり、しかも、泥土投
入ホッパー2側の物は流動性が大きいのでその高さを高
く設定して確実な泥土の掻上げをはかってある。
Further, on the inner peripheral surface of the rotary drum 1, there are provided scraping blades 4, 4, 4, ... Which are inclined in the rotation direction of the rotary drum 1 from the mud charging hopper 2 side toward the soil discharge port 3. There is. Normally, the raking blades arranged on the inner peripheral surface of the rotary drum 1 are erected in a radial direction in parallel with the rotation axis of the rotary drum 1, but from the mud introduction hopper 2 side of the present application toward the soil discharge port 3. The inclination in the rotating direction of the rotary drum 1 means that the rotary drum 1 is arranged so as to be inclined like a screw as shown most clearly in FIG. It is needless to say that the raking blades 4, 4, 4, ... Are provided in an appropriate number, and in the illustrated embodiment, the raking blades 4 are provided at positions of the inner circumference 4 of the rotary drum 1, respectively. Raised wings 4
The spiral drum may be continuous in the longitudinal direction of the rotary drum 1, but it is desirable to divide the spiral drum 1 in the middle in order to prevent adhesion of mud.
A plurality of sets are also juxtaposed in the longitudinal direction of the above, and since the material on the side of the mud input hopper 2 has a large fluidity, the height of the mud input hopper 2 is set high so that the mud can be reliably scraped up.

また、上記泥土投入ホッパー2には、上部に高吸水性
高分子よりなる第一固化剤を定量供送する第一固化剤定
量供送装置7の供送口8を臨入し、下部に第二駆動源22
によって回転し投入された泥土を上記回転ドラム1の一
端側に搬送するスクリューコンベヤ21を配設してある。
In addition, a feeding port 8 of a first solidifying agent quantitative feeding device 7 for quantitatively feeding a first solidifying agent made of a superabsorbent polymer is provided in the upper part of the mud charging hopper 2 and the first lowering agent is supplied to the lower part of the mud feeding hopper 2. Two drive source 22
A screw conveyor 21 that conveys the mud that is rotated and charged into one end of the rotary drum 1 is provided.

上記第一固化剤定量供送装置7は、機台にタンク31を
固定し、このタンク31内の第一固化剤をスクリュウ駆動
源32によって駆動されるスクリューコンベヤ9で、泥土
投入ホッパー2の上部に開口する供送口8へ定量搬出す
るようになしてある。
The first solidifying agent quantitative feeding device 7 has a tank 31 fixed to a machine base, and the first solidifying agent in the tank 31 is a screw conveyor 9 driven by a screw driving source 32. A fixed amount is carried out to the delivery port 8 which is opened at.

なお、上記スクリューコンベヤ21を設けた理由は、泥
土に高吸水性高分子(水溶性ポリマーを含む)からなる
第一固化剤を先ず混入し、ある程度の固化を行うため
(実際には、この固化が進行した泥土が糊状となる前に
回転ドラム1側に供送する)であり、泥土投入ホッパー
2への投入直後より固化を進行させるので、該スクリュ
ーコンベヤ21はこの泥土と第一固化剤との撹拌と、ある
程度固化が信号した泥土の確実な搬送をはかっている。
The reason why the screw conveyor 21 is provided is that the first solidifying agent made of highly water-absorbing polymer (including water-soluble polymer) is first mixed into the mud to perform solidification to some extent (actually, this solidification is performed). Is fed to the rotating drum 1 side before the mud having progressed to become pasty) and solidification progresses immediately after charging the mud into the hopper 2. And the reliable transport of mud that solidification has signaled to some extent.

そして、上記回転ドラム1内に略水平方向に挿入した
シャフト5には、下端側が排土口3側に向って傾斜する
掻落板6,6,6・・・を固着してある。該シャフト5は、
図では必ずしも明記していないが、両端を機台等の適宜
固定部材に固定して回転ドラム1内に挿入固定してあ
る。そして、このシャフト5が後述する第二固化剤コン
ベヤ9′の支持材を兼ねているが、該第二固化剤コンベ
ヤ9′の固定がそれ自体で強固に行える場合は、該第二
固化剤コンベヤ9′のシリンダーをこのシャフト5に兼
用してもよく、この場合シャフト5は無論省略してよ
い。そして、上記掻落板6の傾斜角度は、前記掻上翼4
および回転ドラム1の傾斜角度、回転ドラム1の通常運
転回転数との夫々の相対関係において、泥土が回転ドラ
ム1内をゆっくりと排土口3側に搬送されるように設定
される。なお、図示実施例において、シャフト5の泥土
投入ホッパー2側にも攪拌板6a,6aを設けてある。この
攪拌板6aは落下する泥土を排土口3側に案内するのでは
なく、主に落下衝突する泥土の塊を分断する目的で設け
られるもので、第4図に示すごとくシャフト5の軸方向
に対して平面からみて所定の角度(直交を含む)で配設
してあるが、無論、この攪拌板6aは省略してもよい。
Further, scraping plates 6, 6, 6, ... Inclining the lower end side toward the soil discharge port 3 side are fixed to the shaft 5 inserted in the rotary drum 1 in a substantially horizontal direction. The shaft 5 is
Although not necessarily specified in the drawings, both ends are fixed to appropriate fixing members such as a machine base and inserted and fixed in the rotary drum 1. The shaft 5 also serves as a support material for a second solidifying agent conveyor 9'described later. However, when the second solidifying agent conveyor 9'can be firmly fixed by itself, the second solidifying agent conveyor 9 ' The 9'cylinder may also be used for this shaft 5, in which case the shaft 5 may of course be omitted. Then, the inclination angle of the scraping plate 6 is set to the scraping blade 4
The relative relationship between the inclination angle of the rotary drum 1 and the normal operation rotational speed of the rotary drum 1 is set so that the mud is slowly transported inside the rotary drum 1 to the soil discharge port 3 side. In addition, in the illustrated embodiment, stirring plates 6a, 6a are also provided on the side of the shaft 5 on which the muddy soil is fed. This stirring plate 6a is provided not for guiding the falling mud to the soil discharge port 3 side, but for mainly dividing the mass of the falling mud, and as shown in FIG. However, the stirring plate 6a may of course be omitted, although it is arranged at a predetermined angle (including orthogonality) when viewed from the plane.

さらに、上記回転ドラム1内には、石灰系第二固化剤
を定量供送する第二固化剤定量供送装置7′の供送口
8′を臨入してなる。
Further, a delivery port 8'of a second solidifying agent quantitative feeding device 7'for quantitatively feeding the second lime-based second solidifying agent is provided inside the rotary drum 1.

上記第二固化剤定量供送装置7′は、前記第一固化剤
定量供送装置7と略同一構成のものを使用すればよい
が。この第二固化剤定量供送装置7′のスクリューコン
ベヤ9′は排土口3側から回転ドラム1内に挿入され、
該回転ドラム1内の適宜位置に第二固化剤を定量供送す
るようになしている。
The second solidifying agent quantitative feeding device 7 ′ may have the same structure as the first solidifying agent quantitative feeding device 7. The screw conveyor 9'of the second solidifying agent quantitative feeding device 7'is inserted into the rotary drum 1 from the soil discharge port 3 side,
The second solidifying agent is quantitatively fed to an appropriate position in the rotary drum 1.

すなわち、本発明は、第一固化剤定量供送装置7と第
二固化剤定量供送装置7′とを有するもので、両者より
異質の固化剤を供送できるようになしている。この異質
の第一固化剤と第二固化剤とを使用した理由は、先ず、
高含水率の泥土に高吸水性高分子からなる第一固化剤を
混入すると、この第一固化剤は体積の400倍から2000倍
の水を比較的短時間で泥土中より吸水して泥土を糊状と
する。この糊状となる現象は、第一固化剤が土粒子を捕
集するためであるが、さらには、この第一固化剤が土粒
子の表面電位を中和して土粒子を集合するためでもあ
る。そして、泥土が糊状変化を開始した後、石灰系の第
二固化剤を混入すると、この第二固化剤は局所的に多量
に存在する水と反応するのではなく、第一固化剤により
物理的に抱き込まれた水と徐々に反応(ポゾラン反応)
することになり、該第二固化剤主剤の供送場所を適宜選
定することで、均一な水分固定が可能となり、第二固化
剤の投入量を効率的となし、かつ、固化された泥土が大
きな塊状とならずに、パサパサとした粒状となすことが
できる(緩やかな粘度変化に加え、効率的な撹拌、掻落
板6への衝突による分断等による。)ためである。
That is, the present invention has the first solidifying agent quantitative feeding device 7 and the second solidifying agent quantitative feeding device 7 ′, so that different solidifying agents can be fed from both. The reason for using the different first solidifying agent and the second solidifying agent is as follows.
When the first solidifying agent consisting of super absorbent polymer is mixed in the mud with a high water content, this first solidifying agent absorbs 400 to 2000 times the volume of water from the mud in a relatively short time to form the mud. Make paste. This pasty phenomenon is because the first solidifying agent collects the soil particles, and further, because the first solidifying agent neutralizes the surface potential of the soil particles and collects the soil particles. is there. Then, when the second solidifying agent of lime type is mixed after the mud starts to change into a pasty state, the second solidifying agent does not react locally with a large amount of water, but is physically reacted by the first solidifying agent. Gradually reacts with the water that is embraced (pozzolan reaction)
Therefore, by appropriately selecting the feeding place of the second solidifying agent main agent, it becomes possible to fix water uniformly, the amount of the second solidifying agent added is made efficient, and the solidified mud is This is because it is possible to form a dry granular shape without forming a large lump (in addition to a gradual change in viscosity, efficient stirring, division due to collision with the scraping plate 6, etc.).

『発明の効果』 本発明は上記のごときで、回転ドラム1を使用したこ
とで運転動力は小さくて済み、連続処理が可能な泥土固
化処理装置を提供することができるものである。
[Advantages of the Invention] The present invention as described above can provide a mud solidification treatment apparatus capable of performing continuous treatment with a small operating power by using the rotary drum 1.

そして、本発明は第一固化剤定量供送装置7と第二固
化剤定量供送装置7′とを設けたので、異種類の固化剤
が使用でき、第一固化剤定量供送装置7で高吸水性高分
子よりなる第一固化剤を、第二固化剤定量供送装置7′
で石灰系第二固化剤を供送することで、固化剤を効率的
に使用できる泥土固化処理装置を提供することができる
ものである。
Since the present invention is provided with the first solidifying agent quantitative feeding device 7 and the second solidifying agent quantitative feeding device 7 ', different types of solidifying agents can be used, and the first solidifying agent quantitative feeding device 7 can be used. A second solidifying agent quantitative feeding device 7 ′ for the first solidifying agent made of a super absorbent polymer.
By feeding the second lime-based solidifying agent, it is possible to provide a mud solidification treatment device that can efficiently use the solidifying agent.

また、本発明は、泥土投入ホッパー2側から排土口3
に向って該回転ドラム1の回転方向に傾斜する掻上翼4,
4,4・・・を使用したため、高速回転による運転を行っ
ても泥土が回転ドラム1に付着することがなく、さらに
は、泥土の回転ドラム1内進行速度を主に、この掻上翼
4と掻落板6との取付け角度の差によって得ているた
め、装置を小型化しても充分な攪拌効率が得られ、固化
物が後に処理し易い粉状に固化でき、かつ、シールド掘
削工法等の地下内等の狭い場所でも使用可能な泥土固化
処理装置を提供することができるものである。
In addition, the present invention is directed to the soil discharge hopper 2 side to the soil discharge port 3
Raising blade 4, which inclines toward the direction of rotation of the rotary drum 1,
Since 4,4 ... are used, the mud does not adhere to the rotating drum 1 even when the operation is performed by high speed rotation. Since it is obtained by the difference in the mounting angle between the scraping plate 6 and the scraping plate 6, sufficient stirring efficiency can be obtained even if the device is downsized, the solidified product can be solidified into a powder that can be easily processed later, and the shield excavation method etc. It is possible to provide a mud solidification treatment device that can be used even in a narrow place such as underground.

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

第1図は本発明泥土固化処理装置の一実施例を示す断面
面図、第2図はA−A線断面図、第3図は回転ドラム部
分斜視図、第4図は掻落板部の部分正面図、第5図は従
来例断面図である。 1〜回転ドラム、2〜泥土投入ホッパー、3〜排土口、
4〜掻上翼、5〜シャフト、6〜掻落板、7〜第一固化
剤定量供送装置、7′〜第二固化剤定量供送装置、8〜
供送口、8′〜供送口
FIG. 1 is a cross-sectional view showing an embodiment of the mud solidification treatment device of the present invention, FIG. 2 is a cross-sectional view taken along the line AA, FIG. 3 is a perspective view of a rotary drum, and FIG. 4 is a scraped plate portion. A front view and FIG. 5 are sectional views of a conventional example. 1-rotating drum, 2-mud loading hopper, 3-earth dumping port,
4 to scratching blade, 5 to shaft, 6 to scraping plate, 7 to 1st solidifying agent quantitative feeding device, 7'to 2nd solidifying agent quantitative feeding device, 8 to
Delivery port, 8'-delivery port

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平1−139198(JP,A) 実開 平2−40488(JP,U) 特公 昭46−20425(JP,B1) 特公 平2−30750(JP,B2) ─────────────────────────────────────────────────── ───Continued from the front page (56) References JP-A-1-139198 (JP, A) Actual development 2-40488 (JP, U) JP-B 46-20425 (JP, B1) JP-B 2- 30750 (JP, B2)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】一端側に泥土投入ホッパー2を連結し、他
端側を排土口3となした回転ドラム1の内周面に、泥土
投入ホッパー2側から排土口3に向って該回転ドラム1
の回転方向に傾斜する掻上翼4,4,4・・・を配設し、 上記泥土投入ホッパー2には、上部に高吸水性高分子よ
りなる第一固化剤を定量供送する第一固化剤定量供送装
置7の供送口8を臨入し、下部に第二駆動源22によって
回転し投入された泥土を上記回転ドラム1の一端側に搬
送するスクリューコンベヤ21を配設し、 上記回転ドラム1内に略水平方向に挿入したシャフト5
には、下端側が排土口3側に向って傾斜する掻落板6,6,
6・・・を固着し、 さらに、上記回転ドラム1内には、石灰系第二固化剤を
定量供送する第二固化剤定量供送装置7′の供送口8′
を臨入してなる泥土固化処理装置。
1. A mud charging hopper 2 is connected to one end side, and the other end side is an earth discharging port 3 on the inner peripheral surface of a rotary drum 1 from the mud charging hopper 2 side toward the earth discharging port 3. Rotating drum 1
, Which are slanted in the rotation direction, are arranged, and the first solidifying agent made of a superabsorbent polymer is quantitatively fed to the upper part of the mud charging hopper 2. The screw inlet 21 of the solidifying agent quantitative feeding device 7 is inserted, and the screw conveyor 21 that conveys the mud that is rotated by the second drive source 22 and is fed to the one end side of the rotary drum 1 is disposed in the lower portion, Shaft 5 inserted in the rotating drum 1 in a substantially horizontal direction
The scraping plates 6, 6, whose bottom end is inclined toward the soil discharge port 3 side,
6 is fixed, and further, in the rotary drum 1, a feeding port 8'of a second solidifying agent quantitative feeding device 7'for quantitatively feeding the lime second solidifying agent.
A mud solidification treatment device that is installed.
JP2305077A 1990-11-09 1990-11-09 Mud solidification treatment equipment Expired - Fee Related JPH0822432B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2305077A JPH0822432B2 (en) 1990-11-09 1990-11-09 Mud solidification treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2305077A JPH0822432B2 (en) 1990-11-09 1990-11-09 Mud solidification treatment equipment

Publications (2)

Publication Number Publication Date
JPH04176380A JPH04176380A (en) 1992-06-24
JPH0822432B2 true JPH0822432B2 (en) 1996-03-06

Family

ID=17940839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2305077A Expired - Fee Related JPH0822432B2 (en) 1990-11-09 1990-11-09 Mud solidification treatment equipment

Country Status (1)

Country Link
JP (1) JPH0822432B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115043558B (en) * 2022-06-16 2023-07-14 长江生态环保集团有限公司 Silt in-situ curing device and construction method thereof

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0240488U (en) * 1988-09-09 1990-03-19

Also Published As

Publication number Publication date
JPH04176380A (en) 1992-06-24

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