JPH0377893B2 - - Google Patents

Info

Publication number
JPH0377893B2
JPH0377893B2 JP26162884A JP26162884A JPH0377893B2 JP H0377893 B2 JPH0377893 B2 JP H0377893B2 JP 26162884 A JP26162884 A JP 26162884A JP 26162884 A JP26162884 A JP 26162884A JP H0377893 B2 JPH0377893 B2 JP H0377893B2
Authority
JP
Japan
Prior art keywords
mud
pipe
discharge
discharge pipe
mixed
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
Application number
JP26162884A
Other languages
Japanese (ja)
Other versions
JPS61137930A (en
Inventor
Shohei Senda
Kazuhiro Tada
Minoru Toyoda
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.)
KENSETSUSHO DOBOKU KENKYU SHOCHO
Original Assignee
KENSETSUSHO DOBOKU KENKYU SHOCHO
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 KENSETSUSHO DOBOKU KENKYU SHOCHO filed Critical KENSETSUSHO DOBOKU KENKYU SHOCHO
Priority to JP26162884A priority Critical patent/JPS61137930A/en
Publication of JPS61137930A publication Critical patent/JPS61137930A/en
Publication of JPH0377893B2 publication Critical patent/JPH0377893B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F7/00Equipment for conveying or separating excavated material
    • E02F7/10Pipelines for conveying excavated materials

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】 この発明はスラリー状泥土処理装置に関する。[Detailed description of the invention] The present invention relates to a slurry mud treatment device.

浚渫工事や泥水工事などにおいては、大量のス
ラリー状泥土が発生し、近年この泥土をいかに効
率よく処理するかが問題となつている。従来、こ
の種の泥土を処理するにあたり、ため池等に貯え
られた泥土を所定の捨場へ管路により輸送し、輸
送途上で泥土に固化材を添加する方式がある。そ
してそのための装置としては、泥土を吸引するポ
ンプの吐出側に接地された排出管にその内部に固
化材を噴出する噴出装置を設け、さらに排出管内
に撹拌装置を設け、この排出管内において泥土に
固化材を添加して混合撹拌し、それを所定の捨場
へ放出するようにしたものが知られている(例え
ば特開昭59−179197号公報参照)。
BACKGROUND ART In dredging and muddy construction, large amounts of slurry mud are generated, and in recent years, how to efficiently dispose of this mud has become a problem. Conventionally, in processing this type of mud, there has been a method in which the mud stored in a reservoir or the like is transported via a pipe to a predetermined dumping site, and a solidifying agent is added to the mud during transportation. As a device for this purpose, a discharge pipe that is grounded on the discharge side of the pump that sucks the mud is equipped with a jetting device that spouts the solidification material into the inside of the discharge pipe, and an agitation device is also installed inside the discharge pipe, and the mud is mixed in the discharge pipe. A method is known in which a solidifying material is added, mixed and stirred, and then discharged to a predetermined disposal site (see, for example, Japanese Patent Laid-Open No. 179197/1983).

ところで泥土はその含水が一定ではなく逐次変
化し、そのため前記のような装置により泥土を処
理したとしても、泥土の含水比が高い場合にはそ
の排出流量が大となり、その結果泥土と固化材と
が充分に混合されないまま排出され、逆に泥土の
含水比が低い場合にはその排出流量が小となり泥
土が輸送管内において閉塞してしまうというよう
な不具合を生じていた。
By the way, the water content of mud is not constant and changes gradually. Therefore, even if mud is treated with the above-mentioned equipment, if the water content ratio of mud is high, the discharge flow rate will be large, and as a result, the mud and solidification material will be separated. The mud is discharged without being sufficiently mixed, and conversely, when the water content of the mud is low, the discharge flow rate becomes small, causing problems such as the mud clogging the transport pipe.

この発明は上記のような従来装置の改良に係る
ものであつて、含水比いかんにかかわらず、固化
材を混合した泥土が定流量で排出されるように
し、それにより泥土と固化材とが充分に混合さ
れ、また輸送管の閉塞を防止することができる泥
土処理装置を提供することを目的とする。
This invention relates to an improvement on the conventional device as described above, and is configured to discharge mud mixed with a solidifying agent at a constant flow rate regardless of the water content ratio, thereby ensuring that the mud and solidifying agent are sufficiently mixed. It is an object of the present invention to provide a mud treatment device that can mix mud into mud and prevent clogging of transport pipes.

すなわちこの発明は従来装置において、排出管
内の撹拌装置の下流側に定量排出装置を設けたこ
とを特徴とするものである。
That is, the present invention is characterized in that, in the conventional apparatus, a quantitative discharge device is provided in the discharge pipe on the downstream side of the stirring device.

以下図面に示す一実施例について説明する。 An embodiment shown in the drawings will be described below.

第1図はこの発明装置の使用状態の全体を示
し、浚渫工事等により発生したスラリー状泥土を
ため池27にいつたん貯め、それをこの発明装置
によつて処理しつつ、ため池27に近接した凹地
28に排出しているところのものである。
FIG. 1 shows the overall state of use of this device of the invention, in which slurry-like mud generated by dredging work etc. is temporarily stored in a reservoir 27, and while it is being processed by the device of the invention, a depressed area near the reservoir 27 is being treated. This is what is being discharged on 28th.

処理装置1は電源車2を一体牽引する重機式の
クローラ台車3に搭載装備され、この処理装置1
は第2図に示すようにポンプ4を具備し、その吸
込側に接続された吸引管5にはストレーナ6を有
する吸引ホース7が接続され、また吐出側に接続
された排出管8内にはその曲管部9において固化
材の噴出装置を構成するノズル管10が挿入され
ている。ノズル管10は曲管部9および機体フレ
ーム11にそれぞれ設けられたベアリング12,
13に軸支され、ノズル管10に固化されたギヤ
14と機体フレーム11に固化されたモータ15
のギヤ16とが噛合し、ノズル管10が回転する
ようになつている。ノズル管10の管端にはスイ
ベルジヨント16′を介して気体輸送管17が接
続され、その管端はコンプレツサ18に接続され
ている。気体輸送管17の中間部には吹込タンク
19が設けられ、この吹込タンク19と第1、第
2ホツパ20,21との間はミキサ22が設けら
れた固化材供給管23によつて接続されている。
第1、第2ホツパ20,21には異なつた種類の
粉体固化材が収容され、この固化材としては例え
ば石炭灰、セメント等が用いられ、2種類の固化
材はミキサ22によつて混合されたうえで吹込タ
ンク22に供給されるようになつている。固化材
は1種類としてもよく、また2種類とした場合に
はそれらを混合せずに直接吹込タンク22に供給
するようにしてもよい。
The processing device 1 is mounted on a heavy crawler truck 3 that integrally pulls the power supply vehicle 2.
As shown in FIG. 2, it is equipped with a pump 4, a suction hose 7 having a strainer 6 is connected to a suction pipe 5 connected to the suction side, and a discharge pipe 8 connected to the discharge side is connected to a suction hose 7. A nozzle pipe 10 constituting a solidifying material ejecting device is inserted into the bent pipe portion 9. The nozzle pipe 10 has bearings 12 provided on the bent pipe portion 9 and the fuselage frame 11, respectively.
13, a gear 14 fixed to the nozzle pipe 10, and a motor 15 fixed to the fuselage frame 11.
The nozzle pipe 10 is adapted to be rotated by meshing with the gear 16 of the nozzle pipe 10. A gas transport pipe 17 is connected to the end of the nozzle pipe 10 via a swivel joint 16', and the pipe end is connected to a compressor 18. A blow tank 19 is provided in the middle of the gas transport pipe 17, and the blow tank 19 and the first and second hoppers 20, 21 are connected by a solidifying material supply pipe 23 provided with a mixer 22. ing.
The first and second hoppers 20 and 21 accommodate different types of powder solidifying materials, such as coal ash, cement, etc., and the two types of solidifying materials are mixed by a mixer 22. The air is then supplied to the blowing tank 22. One type of solidifying agent may be used, or if two types are used, they may be directly supplied to the blowing tank 22 without being mixed.

第3図に示すように、ノズル管10の排出管8
内への挿入部分には撹拌装置を構成する撹拌羽根
24が固定され、この撹拌羽根24はL形に形成
されており、その基部近くにおいてノズル管10
に噴出管25が設けられている。以上の構成は従
来とほぼ同様であり、この発明ではさらに排出管
8内の撹拌羽根24の下流側に定量排出装置を構
成するスクリユーコンベア26が設けられ、この
スクリユーコンベア26は排出管8の先端排出口
近くまで延び、その軸27はノズル管10に一体
的に連結されてノズル管10とともに回転するよ
うになつている。スクリユーコンベア26はノズ
ル管10と別体とし、専用の動力源を設けてもよ
い。
As shown in FIG. 3, the discharge pipe 8 of the nozzle pipe 10
A stirring blade 24 constituting a stirring device is fixed to the part inserted into the inside, and this stirring blade 24 is formed in an L shape, and near the base of the stirring blade 24, the nozzle pipe 10
An ejection pipe 25 is provided in the. The above configuration is almost the same as the conventional one, and in the present invention, a screw conveyor 26 constituting a quantitative discharge device is further provided downstream of the stirring blade 24 in the discharge pipe 8, and this screw conveyor 26 is connected to the discharge pipe 8. The shaft 27 is integrally connected to the nozzle pipe 10 and rotates together with the nozzle pipe 10. The screw conveyor 26 may be separate from the nozzle pipe 10 and may be provided with its own power source.

次に上記実施例の作用を説明する。 Next, the operation of the above embodiment will be explained.

ため池内のスラリー状泥土はポンプ4によりス
トレーナ6から吸引ホース7および吸引管5を経
て排出管8に送給される。一方コンプレツサ18
から空気が空気輸送管17およびノズル管10を
経て排出管8に送給され、それにともなつて吹込
タンク19内の粉体固化材が空気輸送され、この
固化材はノズル管10の噴出口25を経て排出管
8内に噴出される。その際固化材は撹拌羽根24
にぶつかり泥土の流れ方向への移動が阻止され
る。
Slurry mud in the reservoir is fed by a pump 4 from a strainer 6 to a discharge pipe 8 via a suction hose 7 and a suction pipe 5. On the other hand, Compressa 18
Air is supplied to the discharge pipe 8 via the air transport pipe 17 and the nozzle pipe 10, and the powder solidified material in the blowing tank 19 is transported by air, and this solidified material is delivered to the ejection port 25 of the nozzle pipe 10. It is ejected into the discharge pipe 8 through the. At that time, the solidifying material is stirred by the stirring blade 24.
The movement of the mud in the flow direction is blocked by hitting the mud.

噴出された固化材は撹拌羽根24の回転により
泥土中に撹拌混合され、さらにこの泥土はスクリ
ユーコンベア26により定流量で移送されて、排
出管8の先端排出口から凹地28に放出され、経
時的に固化し、地盤化されてゆく。
The ejected solidified material is stirred and mixed into the mud by the rotation of the stirring blade 24, and this mud is further transferred at a constant flow rate by the screw conveyor 26 and discharged into the depression 28 from the discharge port at the tip of the discharge pipe 8, where it is stored over time. It solidifies and becomes the ground.

上記実施例では粉体からなる固化材を添加する
形式の処理装置について説明したが、液体からな
る固化材を添加する形式の処理装置にもこの発明
の技術を適用できる。なお、粉体固化材を使用す
るほうが、液体固化材を使用するよりも固化材量
の低減、処理効率等の点で好ましい。
In the above embodiment, a processing apparatus that adds a solidification material made of powder has been described, but the technology of the present invention can also be applied to a processing apparatus that adds a solidification material made of a liquid. Note that it is more preferable to use a powder solidifying material than to using a liquid solidifying material in terms of reduction in the amount of solidifying material, processing efficiency, and the like.

以上のようにこの発明によれば、排出管内に定
量排出装置を設けたので、固化材が混合された泥
土は一定の流量で排出されることになり、したが
つて泥土の含水比変化の影響を受けることがな
く、充分に固化材が混合された泥土が排出され、
また排出管の閉塞が防止され、泥土処理を円滑に
行うことができる。
As described above, according to the present invention, since the quantitative discharge device is provided in the discharge pipe, the mud mixed with the solidifying agent is discharged at a constant flow rate, and therefore, the influence of changes in the water content ratio of the mud Mud with sufficient solidification agent mixed in is discharged without being exposed to
In addition, clogging of the discharge pipe is prevented, and mud treatment can be carried out smoothly.

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

第1図はこの発明装置の使用状態を示す全体概
略図、第2図は同上の装置の要部を示す側面図、
第3図は排出管の断面図。 1…泥土処理装置、4…ポンプ、8…排出管、
10…ノズル管(噴出装置)、24…撹拌羽根
(撹拌装置)、26…スクリユーコンベア(定量排
出装置)。
Fig. 1 is an overall schematic diagram showing the state of use of the device of the present invention, Fig. 2 is a side view showing the main parts of the same device;
FIG. 3 is a sectional view of the discharge pipe. 1...Mud treatment device, 4...Pump, 8...Discharge pipe,
10... Nozzle pipe (spraying device), 24... Stirring blade (stirring device), 26... Screw conveyor (quantitative discharge device).

Claims (1)

【特許請求の範囲】[Claims] 1 スラリー状泥土を吸引するポンプの吐出側に
接続された排出管に、その内部に固化材を噴出す
る噴出装置を設け、前記排出管内に撹拌装置を設
けた泥土処理装置において、前記排出管内の前記
撹拌装置の下流側に定量排出装置を設けたことを
特徴とするスラリー状泥土処理装置。
1. In a mud treatment device in which a discharge pipe connected to the discharge side of a pump that sucks slurry mud is provided with a jetting device for spouting a solidification material therein, and a stirring device is provided in the discharge pipe, A slurry mud treatment device, characterized in that a quantitative discharge device is provided downstream of the stirring device.
JP26162884A 1984-12-11 1984-12-11 Slurry sludge treater having quantitative sludge discharger Granted JPS61137930A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26162884A JPS61137930A (en) 1984-12-11 1984-12-11 Slurry sludge treater having quantitative sludge discharger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26162884A JPS61137930A (en) 1984-12-11 1984-12-11 Slurry sludge treater having quantitative sludge discharger

Publications (2)

Publication Number Publication Date
JPS61137930A JPS61137930A (en) 1986-06-25
JPH0377893B2 true JPH0377893B2 (en) 1991-12-12

Family

ID=17364533

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26162884A Granted JPS61137930A (en) 1984-12-11 1984-12-11 Slurry sludge treater having quantitative sludge discharger

Country Status (1)

Country Link
JP (1) JPS61137930A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2549233Y2 (en) * 1991-05-14 1997-09-30 株式会社フジタ Stirring and mixing equipment
JP2590708Y2 (en) * 1991-08-01 1999-02-17 株式会社フジタ Stirring and mixing equipment

Also Published As

Publication number Publication date
JPS61137930A (en) 1986-06-25

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