JPH0820965A - Dredging forced feed device - Google Patents

Dredging forced feed device

Info

Publication number
JPH0820965A
JPH0820965A JP15727494A JP15727494A JPH0820965A JP H0820965 A JPH0820965 A JP H0820965A JP 15727494 A JP15727494 A JP 15727494A JP 15727494 A JP15727494 A JP 15727494A JP H0820965 A JPH0820965 A JP H0820965A
Authority
JP
Japan
Prior art keywords
mud
screw conveyor
dredging
vertical screw
collecting plate
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
JP15727494A
Other languages
Japanese (ja)
Inventor
Koji Inaba
浩司 稲葉
Akio Matsunaka
昭夫 松中
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 JP15727494A priority Critical patent/JPH0820965A/en
Publication of JPH0820965A publication Critical patent/JPH0820965A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To dredge hard mud with high efficiency by a method wherein agitating devices are disposed in front of and both sides of a vertical type screw conveyor and a mud collecting plate is arranged to the outside of the mud intake port of a conveyor. CONSTITUTION:A hydraulic motor 217a is driven and agitating blades 218A and 218B of an agitating 216 are rotated to excavate mud. Excavated mud is guided to a mud suction port 214 by a mud collecting plate arranged at the back of the mud suction port 214 of a casing 211. The mud is inputted on a vertical screw conveyor 210 through a mud suction port 214 and transferred upward. Further, mud is pressurized by a pressure pump 220 and conveyed through a discharge pipe 250 by compressed air injected in the discharge pipe 250 through an ejector 260.

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、河川、湖沼、港湾など
の底面に存在する泥土を採取し、移送する浚渫圧送装置
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dredging pumping device for collecting and transferring mud existing on the bottom of rivers, lakes, harbors and the like.

【0002】[0002]

【従来の技術】従来の浚渫圧送装置200は、図8に示
すように、竪型スクリュコンベヤ210と竪型スクリュ
コンベヤ210の下端に同芯状に配設され回転駆動され
るインレット装置210Xとからなる浚渫装置1と浚渫
された泥土を加圧して圧送する圧送装置100とから構
成され、圧送装置100は加圧ポンプ220と排送管2
50と排送管250内へ圧縮空気を注入するエゼクタ2
60などからなり、遠方の目的地へ泥土を空気搬送して
いた。
2. Description of the Related Art As shown in FIG. 8, a conventional dredging pressure feeding device 200 comprises a vertical screw conveyor 210 and an inlet device 210X concentrically arranged at the lower end of the vertical screw conveyor 210 and driven to rotate. The dredging device 1 and the pressure-feeding device 100 that pressurizes and pumps the dredged mud. The pressure-feeding device 100 includes the pressurizing pump 220 and the discharge pipe 2.
Ejector 2 for injecting compressed air into 50 and discharge pipe 250
It consisted of 60 etc. and carried mud by air to a distant destination.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、このよ
うな浚渫圧送装置200の浚渫装置におけるインレット
装置210Xは、竪型スクリュコンベヤ210と同軸的
に回転駆動される水平な平板状のインレット羽根210
Yを有し、海底のヘドロや軟泥など比較的軟らかい泥土
層を切断し、攪拌流動化して竪型スクリュコンベヤ21
0の泥土取込口より竪型スクリュコンベヤ210内へ取
込むのには効果があるが、硬度の高い固結した泥土層を
対象とする浚渫作業では、効率よく硬い泥土層を掘削
し、かつ、攪拌流動化することができず、極めて少量の
採取に留まる能率の低い浚渫作業しか行うことができな
いという問題があった。
However, the inlet device 210X in the dredging device of the dredging / pushing device 200 is a horizontal flat plate-like inlet blade 210 that is rotationally driven coaxially with the vertical screw conveyor 210.
Vertical screw conveyor 21 which has Y and cuts a relatively soft mud layer such as sludge and soft mud on the seabed, and fluidizes by stirring and fluidizing.
Although it is effective to take it into the vertical screw conveyor 210 from the mud intake port of 0, in the dredging work for the hardened mud layer with high hardness, the hard mud layer is efficiently excavated, and However, there is a problem that it is impossible to fluidize with stirring, and it is possible to perform only dredging work with low efficiency, which is limited to a very small amount of sampling.

【0004】[0004]

【課題を解決するための手段】以上のような課題を解決
して、軟らかい軟泥ばかりでなく、硬度の高い泥土を連
続的に掘削、かつ、攪拌流動化して海水の流れ込みを最
小限に抑えた高濃度泥土の浚渫採取ならびに遠方への移
送を達成するため、本発明においては、竪型スクリュコ
ンベヤと該竪型スクリュコンベヤの吐出口に接続された
加圧ポンプと該加圧ポンプに後続する排送管と該排送管
途中に配設され該排送管内に圧縮エアを送入するエゼク
タを備えた泥土の浚渫圧送装置において、該竪型スクリ
ュコンベヤ下端の泥土取込口の前方ならびに左右両側方
にそれぞれ竪軸回りに回転駆動され泥土を掘削し攪拌流
動化する3つの攪拌装置を備え、該攪拌装置は該竪軸よ
り水平に張り出され先端が上方または下方へ屈曲された
複数本のアームの外側に先端が鋭利な刃物状に形成され
た突起を略等間隔に複数個配設した攪拌羽根を有し、か
つ、該攪拌羽根の旋回領域の内部に固結する泥土を排除
する固定羽根を配設するとともに、前記竪型スクリュコ
ンベヤの泥土取込口の外側に該攪拌装置により攪拌流動
化された泥土を該泥土取込口へ導入する垂直平板状の集
泥板を配設した構成とした。また、第2の発明では、さ
らに集泥板は竪型スクリュコンベヤの下端前方に竪軸回
りに回動自在な可動集泥板と竪型スクリュコンベヤの下
端側方に平面視においてハの字状に配設した左右一対の
固定集泥板としたものである。
[Means for Solving the Problems] By solving the above problems, not only soft mud but also mud with high hardness was continuously excavated and stirred and fluidized to minimize the inflow of seawater. In order to achieve dredging and transfer of high-concentration mud to a distant place, in the present invention, a vertical screw conveyor, a pressure pump connected to the discharge port of the vertical screw conveyor, and a discharge pump following the pressure pump. In a dredging and pressure-feeding device for mud, which is provided with an ejector disposed in the middle of the feed pipe and in the middle of the feed pipe, for feeding compressed air into the discharge pipe, the front and left and right sides of the mud intake at the lower end of the vertical screw conveyor. Is equipped with three agitators that are each driven to rotate around a vertical axis to excavate and stir fluidize the mud, and the agitators horizontally project from the vertical axis and have a plurality of tips bent upward or downward. Of the arm A fixed blade that has a plurality of projections, each of which has a sharp-edged blade-shaped protrusion at substantially equal intervals, is disposed on the side of the blade, and that removes mud solidified in the swirl region of the stirring blade. Along with the arrangement, a vertical flat plate collecting plate for introducing the mud stirred and fluidized by the stirring device to the outside of the mud intake of the vertical screw conveyor is provided. did. Further, in the second invention, the mud collecting plate is further movable forward around the lower end of the vertical screw conveyor around the vertical axis, and the lower end side of the vertical screw conveyor is in the shape of a V in plan view. It is a pair of left and right fixed mud collecting plates.

【0005】[0005]

【作用】本発明においては、インレット装置に代える3
つの攪拌装置が竪型スクリュコンベヤの前方と左右に各
々配設され、竪型スクリュコンベヤの側方へのスイング
移動による浚渫作業に際して、前方の攪拌装置は硬い泥
土層の予備掘削と攪拌を行い、スイング方向に対向する
攪拌装置はあらかじめ予備掘削され細分化されて流動化
しやすくなった泥土は攪拌流動化して集泥板に導かれて
泥土取込口より竪型スクリュコンベヤ内に大量に、容易
に、かつ、効率よく取り込まれ、加圧ポンプ以下の圧送
装置で遠方へ移送される。集泥板のうち可動集泥板はス
イング方向に応じてその角度を変えられるから極めて効
率よく攪拌流動化された泥土を泥土取込口へ案内する。
In the present invention, the inlet device is replaced by 3
Two stirrers are arranged in front of and on the left and right of the vertical screw conveyor, respectively, and at the time of the dredging work by the swing movement to the side of the vertical screw conveyor, the front stirrer performs preliminary excavation and stirring of the hard mud layer, The stirrer facing the swing direction was pre-excavated beforehand and subdivided into small pieces to facilitate fluidization.The mud was stirred and fluidized and guided to the mud collecting plate, and a large amount was easily and easily introduced into the vertical screw conveyor from the mud intake port. In addition, it is efficiently taken in and transferred to a distant place by a pressure feeding device below a pressure pump. Since the movable mud collecting plate among the mud collecting plates can change its angle according to the swing direction, it guides the mud stirred and fluidized to the mud intake port very efficiently.

【0006】[0006]

【実施例】以下図面に基づいて本発明の実施例の詳細に
ついて説明する。図1〜図7は本発明の実施例に係り、
図1は浚渫圧送装置の全体構成図、図2は竪型スクリュ
コンベヤの全体側面図、図3は図2のA−A視の側面
図、図4は図2のB−B視の平面図、図5は他の実施例
を示す集泥板の平面図、図6は浚渫作業の平面説明図、
図7は別の他の実施例を示す集泥板の平面図である。本
発明の浚渫圧送装置200は、図1に示すように、大別
すると竪型スクリュコンベヤ210と攪拌装置216と
からなる浚渫装置1と加圧ポンプ220、流量計23
0、逆止弁240、排送管260ならびに圧縮空気を供
給するコンプレッサ262を備えたエゼクタ260とか
らなる圧送装置100とから構成される。浚渫装置1は
海底や湖底や川底その他に堆積する泥土を攪拌装置21
6で掘削して細分化し、さらに攪拌流動化して竪型スク
リュコンベヤ210で揚泥し、加圧ポンプ220で加圧
したあと、流量計230と逆止弁240を経由し、排送
管250へ移送し、排送管250の途中に設けたエゼク
タ260によりコンプレッサ262で供給される圧縮エ
アを吹き込んでプラグ輸送(栓輸送)により泥土を空気
搬送する。
Embodiments of the present invention will be described below in detail with reference to the drawings. 1 to 7 relate to an embodiment of the present invention,
1 is an overall configuration diagram of the dredging pressure feeding device, FIG. 2 is an overall side view of the vertical screw conveyor, FIG. 3 is a side view taken along line AA of FIG. 2, and FIG. 4 is a plan view taken along line BB of FIG. FIG. 5 is a plan view of a mud collecting plate showing another embodiment, FIG. 6 is a plan view of dredging work,
FIG. 7 is a plan view of a mud collecting plate showing another embodiment. As shown in FIG. 1, the dredging pressure feeding device 200 of the present invention is roughly divided into a dredging device 1 including a vertical screw conveyor 210 and a stirring device 216, a pressure pump 220, and a flow meter 23.
0, a check valve 240, a discharge pipe 260, and an ejector 260 having a compressor 262 for supplying compressed air. The dredging device 1 is a stirring device 21 for stirring mud deposited on the seabed, lakebed, riverbed, and the like.
6 is excavated and subdivided, further stirred and fluidized, lifted by a vertical screw conveyor 210, pressurized by a pressurizing pump 220, and then flown through a flow meter 230 and a check valve 240 to a discharge pipe 250. Compressed air supplied from the compressor 262 is blown by the ejector 260 provided in the middle of the discharge pipe 250, and the mud is transported by plug transport (plug transport).

【0007】本発明の実施例における竪型スクリュコン
ベヤ210は、図2〜図4に示すように、垂直な円筒状
のケーシング211内にケーシング211と同芯状に周
囲に螺旋状のスクリュ羽根213を取り付けた回転軸2
12を上下端の軸受を介して回転自在に軸承し、頂上の
油圧モータ212aで可変速に回転駆動され、下部側面
に設けた開口である泥土取込口(吸込口)214より取
り込んだ泥土を排出口215より吐出し、前述したよう
に加圧ポンプ220へ移送して加圧する。スクリュ回転
数は400〜1200rpmで可変とする。竪型スクリ
ュコンベヤ210における泥土取込口(吸込口)214
の回りの泥土を攪拌・流動して吸込口214への移送を
円滑・容易にする目的で、吸込口214の前方および左
右側方の3個所に攪拌装置216を配設する。
As shown in FIGS. 2 to 4, a vertical screw conveyor 210 according to an embodiment of the present invention includes a vertical cylindrical casing 211, and a screw blade 213 which is concentric with the casing 211 and spirally surrounds the casing. Rotating shaft 2 with
12 is rotatably supported via bearings at the upper and lower ends, and is rotatably driven at a variable speed by a hydraulic motor 212a at the top, and mud taken in from a mud intake port (suction port) 214 that is an opening provided on the lower side surface. It is discharged from the discharge port 215 and transferred to the pressurizing pump 220 for pressurization as described above. The screw rotation speed is variable at 400 to 1200 rpm. Mud suction port (suction port) 214 in the vertical screw conveyor 210
For the purpose of stirring and flowing the mud around it to facilitate and facilitate the transfer to the suction port 214, stirrers 216 are provided at three locations in front of and on the left and right sides of the suction port 214.

【0008】攪拌装置216は、ケーシング211の上
下2個所より水平に張り出したサポート216a、21
6bの先端に配設した軸受217b、217cに軸承さ
れた垂直の攪拌軸217に取り付けた上下一対の攪拌羽
根218(218A、218B)を油圧モータ217a
を介して可変速に回転駆動するよう構成される。攪拌装
置216は前方1個所に設置されるほか、図4に示すよ
うに、左右に2個所開口された泥土取込口(吸込口)2
14に対向して左右にそれぞれ1個所合計3個所設置さ
れる。攪拌羽根218は、攪拌軸217より水平に複数
本(図2〜図4の例では4本)のアーム218aの先端
をほぼ直角に上方または下方へ屈曲させ、その外側に略
等間隔で複数個の突起218bを配設したもので、突起
218bの先端は鋭利な刃物状に形成される。3個所の
攪拌装置216を有するタイプにおいては、中央の攪拌
装置216のみ上下の攪拌羽根218A、218Bを備
え、左右の攪拌装置216は下方の攪拌羽根218Bの
みを備えたものも採用され、浅い泥土層を有する浚渫現
場で浚渫し移送する場合に使用され、特に攪拌による水
質汚濁を嫌う場合に好適である。勿論このような惧れの
ない浚渫現場の泥土を処理する装置では、左右の攪拌装
置216も上下一対の攪拌羽根218A、218Bをと
もに備えたものを採用し得る。図2〜図4に示した攪拌
装置216は、いずれも駆動は各々頂部に備えた油圧モ
ータ217aで回転駆動するようになっており、回転方
向や回転速度もそれぞれ独立に自由に選定できるメリッ
トがある。一方、他の駆動方式として、3個所の攪拌装
置216のうち中央の攪拌装置216を油圧モータ21
2aで駆動し、両側の攪拌装置216はスプロケットを
介してチェン駆動するタイプのものもある。このタイプ
は回転方向や回転速度をそれぞれ独立に設定できない
が、駆動装置コストの低減を図ることができる。攪拌装
置216の攪拌軸217の回転数は通常5〜50rpm
の可変速とし、泥土の粘度や含有水分(含水率)の程度
に応じて回転数を増減する。固定羽根219は、攪拌羽
根(上)218Aと攪拌羽根(下)218Bにより囲ま
れた空間内にサポート216bに張設され、静止固定さ
れた平板状のもので、この空間内に固結した泥土が団子
状に固まって滞溜するのを防止するためのものである。
The agitating device 216 includes supports 216a, 21 extending horizontally from the upper and lower portions of the casing 211.
A pair of upper and lower stirring blades 218 (218A, 218B) attached to a vertical stirring shaft 217 supported by bearings 217b and 217c disposed at the tip of the hydraulic motor 217a.
It is configured to be rotationally driven at a variable speed via. The stirrer 216 is installed at one front position, and as shown in FIG. 4, two mud intake ports (suction ports) 2 are opened on the left and right sides.
14 are installed facing each other, one on each of the left and right, and a total of three are installed. The stirring blades 218 have a plurality of (four in the example of FIGS. 2 to 4) arms 218a horizontally bent from the stirring shaft 217, and bend the tips of the arms 218a upward or downward at a substantially right angle, and at the outside thereof, a plurality of stirring blades 218a at substantially equal intervals. The protrusion 218b is provided, and the tip of the protrusion 218b is formed into a sharp blade shape. In the type having three stirring devices 216, only the central stirring device 216 is provided with upper and lower stirring blades 218A and 218B, and the left and right stirring devices 216 are provided with only the lower stirring blade 218B. It is used when the material is dredged and transferred at a dredging site having a layer, and is particularly suitable when water pollution due to stirring is disliked. As a matter of course, in such a device for treating mud at the dredging site without fear, the left and right stirring devices 216 may also be provided with a pair of upper and lower stirring blades 218A and 218B. All of the stirring devices 216 shown in FIGS. 2 to 4 are driven to rotate by a hydraulic motor 217a provided at the top, and there is a merit that the rotation direction and the rotation speed can be freely selected independently. is there. On the other hand, as another driving method, the central stirring device 216 among the three stirring devices 216 is set to the hydraulic motor 21.
There is also a type that is driven by 2a, and the stirring devices 216 on both sides are driven by a chain via a sprocket. In this type, the rotation direction and the rotation speed cannot be set independently, but the drive device cost can be reduced. The rotation speed of the stirring shaft 217 of the stirring device 216 is usually 5 to 50 rpm.
The speed is variable and the number of rotations is increased or decreased according to the viscosity of the mud and the water content (water content). The fixed blade 219 is a plate-like member that is fixed and fixed on the support 216b in a space surrounded by the stirring blade (upper) 218A and the stirring blade (lower) 218B, and is fixed in the space. This is to prevent the stagnation of the rice cake in the form of dumplings.

【0009】次に、集泥板270の構造について説明す
る。集泥板270は、図3〜図4に示すように、左右対
称にケーシング211の下方に開口された泥土取込口
(吸込口)214の背後に、鉛直な矩形状平板で形成さ
れて固設されたもので、その機能は、図4に示したスイ
ング方向R、およびスイング方向Lへの浚渫装置1の移
動に際して、スイング上流方向の攪拌装置216で攪拌
流動化された泥土を周囲に逸散することなく、円滑にす
べてを泥土取込口(吸込口)214へ導くものであり、
集泥板270の設置のない浚渫装置に比較して、その取
込効率は150%〜250%に向上し、極めて集泥効果
の高いものであり、大量の浚渫泥土の移送が可能となっ
た。なお、浚渫領域(浚渫ゾーン)Zの浚渫進行手順
は、例えば、図6に示すように、浚渫船の旋回中心(バ
ックホーの回転軸または浚渫船後方のスパッド)からの
スイングによりジグザグに進行する。図5に示すもの
は、集泥板270の他の実施例を示したもので、前述の
両側の固定集泥板270A、270Bのほかにさらに竪
型スクリュコンベヤ210の前方に垂直の回転軸回りに
回動自在な可動集泥板270Cを設けたものである。可
動集泥板270Cの設定角度は、図5に図示したスイン
グ方向Rの移動に際しては、図5の上方に2点鎖線で示
した方向へ傾動して、泥土を上方の泥土取込口(吸込
口)214へ導き、スイング方向Lの場合には逆に下方
の2点鎖線のように傾動し固定する。このように、スイ
ング方向によって可動集泥板270Cを傾動し固定する
ことによって、集泥効果はさらに前述したものよりも2
〜3割向上することが判明した。可動集泥板270C
は、回転軸272を上方へ延長し上端に取り付けたレバ
ーを手動にて回動するか、もしくは、エアシリンダなど
の動力手段を介して回動するようにしてもよい。さら
に、図7に示すように、左右一対の泥土取込口(吸込
口)214の外周に竪型スクリュコンベヤ210のケー
シング211の曲率に合わせた湾曲板で形成される上下
昇降自在な可動シャッタ274を配設し、スイング方向
Lまたはスイング方向Rに応じて、スイング進行方向の
可動シャッタ274を上昇して泥土取込口(吸込口)2
14を開口状態に保ち、他方スイング進行方向背面側の
可動シャッタ274を下降して泥土取込口(吸込口)2
14を閉じるようにすると、可動集泥板270Cおよび
固定集泥板270Aまたは270Bのいずれかで集めた
泥土を後方に逃がすことなく、効率的に集泥できるばか
りでなく、スイング方向後方からの水の侵入を防止でき
る。図7では、スイング方向Lに進行した時の状態を示
す。なお、図7に示す可動集泥板270Cの二点鎖線の
状態はスイング方向Rへの浚渫作業時の状態を示し、こ
の時上側の可動シャッタ274を上げ(開き)、下側の
可動シャッタ274を下げて閉じる。
Next, the structure of the mud collecting plate 270 will be described. As shown in FIGS. 3 to 4, the mud collecting plate 270 is formed by a vertical rectangular flat plate behind a mud suction port (suction port) 214 which is symmetrically opened below the casing 211. When the dredging device 1 is moved in the swing direction R and the swing direction L shown in FIG. 4, the function of the mud which is agitated and fluidized by the agitator 216 in the swing upstream direction is released to the surroundings. It smoothly guides everything to the mud suction port (suction port) 214 without scattering.
Compared with the dredging device without the installation of the mud collecting plate 270, the uptake efficiency was improved to 150% to 250%, the mud collecting effect was extremely high, and it became possible to transfer a large amount of dredged mud soil. . The dredging procedure of the dredging area (dredging zone) Z proceeds in a zigzag manner by swinging from the turning center of the dredging ship (the rotation axis of the backhoe or the spud behind the dredging ship), as shown in FIG. 6, for example. FIG. 5 shows another embodiment of the mud collecting plate 270. In addition to the fixed mud collecting plates 270A, 270B on both sides described above, a rotary shaft around a rotation axis vertical to the front of the vertical screw conveyor 210 is shown. The movable mud collecting plate 270C is provided at the center. When the movable mud collecting plate 270C is moved in the swing direction R shown in FIG. 5, the movable mud collecting plate 270C is tilted in the direction shown by the two-dot chain line in the upper part of FIG. Mouth) 214, and in the case of the swing direction L, on the contrary, tilts and fixes like the two-dot chain line below. As described above, by tilting and fixing the movable mud collecting plate 270C depending on the swing direction, the mud collecting effect can be further improved by more than that described above.
It turned out to be improved by ~ 30%. Movable mud plate 270C
Alternatively, the rotary shaft 272 may be extended upward and the lever attached to the upper end may be manually rotated, or it may be rotated via a power means such as an air cylinder. Further, as shown in FIG. 7, a movable shutter 274 that can be moved up and down is formed on the outer circumference of a pair of left and right mud suction ports (suction ports) 214 and is formed by a curved plate that matches the curvature of the casing 211 of the vertical screw conveyor 210. And the movable shutter 274 in the swing advancing direction is raised according to the swing direction L or the swing direction R to raise the mud suction port (suction port) 2
On the other hand, the movable shutter 274 on the rear side in the direction of swing progress is lowered to keep the mud suction port (suction port) 2 open.
When 14 is closed, not only the mud collected by the movable mud collecting plate 270C and the fixed mud collecting plate 270A or 270B can be efficiently collected without being released to the rear, but also water from the rear in the swing direction can be collected. Can be prevented. FIG. 7 shows a state when the vehicle advances in the swing direction L. The state of the two-dot chain line of the movable mud collecting plate 270C shown in FIG. 7 indicates the state during dredging work in the swing direction R, in which the upper movable shutter 274 is raised (opened) and the lower movable shutter 274 is opened. Lower and close.

【0010】以上述べたように、本発明の浚渫圧送装置
200においては、浚渫装置1の攪拌装置216が前方
と左右に3基配設し、前方の攪拌装置216は主として
硬い固結した泥土層の予備掘削を主要な機能とし、一方
左右の攪拌装置216、216のうちスイング方向に対
向する攪拌装置216で攪拌流動化した後、集泥板27
0(固定集泥板270Aまたは270Bおよび可動集泥
板270C)によって泥土取込口(吸込口)214より
竪型スクリュコンベヤ210で移送される。また、スイ
ング方向の後方にある攪拌装置216は取り残した泥土
のならしを行う。このように、本発明の特徴は、役割分
担された3基の攪拌装置216で能率よく、硬い泥土を
掘削し、攪拌流動化し、しかも集泥板で効率よくほとん
どすべての泥土を浚渫できる点である。対称とする泥土
の土質は、固結した粘度層や細砂、シルトなどであり、
N値が4以下で、自然状態における含水比が液性限界以
上のものである。
As described above, in the dredging pressure feeding device 200 of the present invention, three stirring devices 216 of the dredging device 1 are arranged in the front, left and right, and the front stirring device 216 is mainly a hard solid mud layer. The main function is to perform preliminary excavation, and one of the left and right stirring devices 216 and 216 is stirred and fluidized by the stirring device 216 facing the swing direction, and then the mud collecting plate 27
0 (fixed mud collecting plate 270A or 270B and movable mud collecting plate 270C) is transferred from the mud suction port (suction port) 214 by the vertical screw conveyor 210. Further, the stirring device 216 located at the rear of the swing direction smoothes the remaining mud. As described above, the feature of the present invention is that three stirrers 216, which are divided into roles, efficiently excavate hard mud, stir and fluidize it, and can dredge almost all mud efficiently with the mud collecting plate. is there. The soil quality of the symmetrical mud is a solidified viscous layer, fine sand, silt, etc.,
The N value is 4 or less, and the water content ratio in the natural state is equal to or higher than the liquid limit.

【0011】なお、図1〜図7には、図示していない
が、採取された泥土を目的地で固化する必要がある場合
には、固化剤添加装置を本装置に付加することもでき
る。この場合には、竪型スクリュコンベヤ210の排出
口215と加圧ポンプ220との間に接続された経路の
配管や空気弁や逆止弁を経由して加圧ポンプ220の直
前より泥土へ固化剤を添加供給するもので固化剤サイロ
と固化剤供給装置とからなり、固化剤サイロには、セメ
ントやセメント系固化剤などの粉体を入れ、固化剤供給
装置は、例えばロータリーフィーダやテーブルフィー
ダ、ピストンフィーダなどの供給機を採用し、流量計2
30で計測した泥土の実際流量に応じて駆動装置を制御
し、供給量を調製する。固化剤は、粉体のまま、あるい
は水を添加したスラリ状のもののいずれでもよく、その
選択は土質による混合度合によって決定する。ただし、
粉体のままの方が経済的であるので、大差ない場合は粉
体のまま使用する。粉体で送る場合は、配管をフレキシ
ブルスクリュコンベヤに代えて移送してもよい。固化剤
は粉体のまま供給してもよいが、土質によっては、泥土
と均一に混合させるためには水を添加したスラリ状が望
ましい。スラリ状の添加の場合には、固化剤供給装置に
ミキサ(混合攪拌機)を備えた貯槽を設けそこに給水ラ
インを接続して粉体の固化剤をスラリとしたうえピスト
ンポンプまで排出する。固化剤は軟泥1m3 に対して、
50〜200kg(通常は100kg)の比率で添加す
る。本発明の他の利用方法として、以上のように、排送
管250内を空気搬送される泥土に固化剤を加圧ポンプ
220の負圧を利用して加圧ポンプ220の直前から導
入し、加圧ポンプ220の羽根の回転により泥土と十分
混練したうえ泥土流量に見合った量だけ粉体または水分
を添加混合したスラリを供給するため、プラグ輸送中の
泥土に均一にほどよく混合され、遠隔の目的地に達した
後、一定期間経過後(通常2〜7日間)に必要強度以上
に固化する。つまり、固化剤添加量は、泥土土質の種類
や何日後に何kgf/cm2 の強度が欲しいかによって
添加量を決定する。当然のことながら、添加量が多くな
る程、早く、固く、固化する。このように、泥土と固化
剤との均一混合は排送管中のプラグ輸送中に能率よく実
施されるため、排送管250の長さは少なくとも50m
は必要とされ。
Although not shown in FIGS. 1 to 7, when it is necessary to solidify the collected mud at the destination, a solidifying agent adding device may be added to the present device. In this case, the mud is solidified immediately before the pressure pump 220 via piping, an air valve or a check valve in a path connected between the discharge port 215 of the vertical screw conveyor 210 and the pressure pump 220. A solidifying agent silo and a solidifying agent supplying device for supplying and supplying a solidifying agent.The solidifying agent silo contains powder such as cement and cement-based solidifying agent, and the solidifying agent supplying device may be, for example, a rotary feeder or a table feeder. , A feeder such as a piston feeder is used, and a flow meter 2
The drive device is controlled according to the actual flow rate of the mud measured in 30, and the supply amount is adjusted. The solidifying agent may be a powder as it is or a slurry with water added, and the selection is determined by the degree of mixing depending on the soil. However,
Since it is more economical to use the powder as it is, use it as it is if there is no significant difference. When the powder is sent, the pipe may be transferred instead of the flexible screw conveyor. The solidifying agent may be supplied as a powder, but depending on the soil quality, a slurry with water added is desirable in order to uniformly mix it with mud. In the case of slurry-like addition, a storage tank equipped with a mixer (mixing stirrer) is provided in the solidifying agent supply device, and a water supply line is connected thereto to make the solidifying agent in powder form into a slurry, which is then discharged to the piston pump. The solidifying agent is 1 m 3 of soft mud,
Add at a rate of 50-200 kg (usually 100 kg). As another usage of the present invention, as described above, the solidifying agent is introduced into the mud carried in the discharge pipe 250 by air using the negative pressure of the pressure pump 220 immediately before the pressure pump 220. The blades of the pressurizing pump 220 are sufficiently kneaded by the rotation of the blades of the pressure pump 220 to supply the slurry in which the powder or the water is added and mixed in an amount corresponding to the flow rate of the mud, so that the slurry is uniformly mixed with the mud during the plug transportation and can be remote. After reaching the destination of (1), after a certain period of time (usually 2 to 7 days), it solidifies more than necessary strength. That is, the addition amount of the solidifying agent is determined depending on the type of mud soil and how many kgf / cm 2 of strength the material should have after a certain number of days. As a matter of course, the larger the added amount, the faster and harder the solidified. Thus, since the uniform mixing of the mud and the solidifying agent is efficiently performed during the plug transportation in the discharge pipe, the length of the discharge pipe 250 is at least 50 m.
Is needed.

【0012】[0012]

【発明の効果】以上説明したように、本発明の浚渫圧送
装置においては、硬い固結泥土でも効率よく、円滑に大
量に浚渫移送することができるので、浚渫効率が飛躍的
に向上する。また、可動集泥板を布設したものでは集泥
効果がさらにアップする。
As described above, in the dredging pressure feeding device of the present invention, even a hard solidified mud can be efficiently and smoothly dredged and transferred in large amounts, so that the dredging efficiency is dramatically improved. In addition, the mud collecting effect is further improved by installing a movable mud collecting plate.

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

【図1】本発明の実施例に係る浚渫圧送装置の全体構成
図である。
FIG. 1 is an overall configuration diagram of a dredging pressure feeding device according to an embodiment of the present invention.

【図2】本発明の実施例に係る竪型スクリュコンベヤの
全体側面図である。
FIG. 2 is an overall side view of a vertical screw conveyor according to an embodiment of the present invention.

【図3】図2のA−A視の側面図である。FIG. 3 is a side view taken along the line AA of FIG.

【図4】図2のB−B視の平面図である。FIG. 4 is a plan view taken along the line BB of FIG.

【図5】本発明の他の実施例を示す集泥板の平面図であ
る。
FIG. 5 is a plan view of a mud collecting plate showing another embodiment of the present invention.

【図6】本発明の実施例に係る浚渫作業手順を示す平面
説明図である。
FIG. 6 is an explanatory plan view showing a dredging work procedure according to the embodiment of the present invention.

【図7】本発明の他の実施例に係る集泥板の平面図であ
る。
FIG. 7 is a plan view of a mud collecting plate according to another embodiment of the present invention.

【図8】従来の浚渫圧送装置の全体構成図である。FIG. 8 is an overall configuration diagram of a conventional dredging pressure feeding device.

【符号の説明】[Explanation of symbols]

1 浚渫装置 100 圧送装置 200 浚渫圧送装置 210 竪型スクリュコンベヤ 210X インレット装置 210Y インレット羽根 211 ケーシング 212 回転軸 212a 油圧モータ 213 スクリュ羽根 214 吸込口 215 排出口 216 攪拌装置 216a サポート 216b サポート 217 攪拌軸 217a 油圧モータ 217b 軸受 217c 軸受 218 攪拌羽根 218A 攪拌羽根(上) 218B 攪拌羽根(下) 218a アーム 218b 突起 219 固定羽根 220 加圧ポンプ 220a 油圧モータ 230 流量計 240 逆止弁 250 排送管 260 エゼクタ 262 コンプレッサ 270 集泥板 270A 固定集泥板 270B 固定集泥板 270C 可動集泥板 272 回転軸 274 可動シャッタ A 浚渫始点 B 浚渫終点 Z 浚渫領域(浚渫ゾーン) DESCRIPTION OF SYMBOLS 1 Dredging device 100 Pressure feeding device 200 Dredging pressure feeding device 210 Vertical screw conveyor 210X Inlet device 210Y Inlet blade 211 Casing 212 Rotating shaft 212a Hydraulic motor 213 Screw blade 214 Suction port 215 Discharging port 216 Stirring device 216a Support 216b Support 216b Support Motor 217b Bearing 217c Bearing 218 Stirring blade 218A Stirring blade (upper) 218B Stirring blade (lower) 218a Arm 218b Protrusion 219 Fixed blade 220 Pressurizing pump 220a Hydraulic motor 230 Flowmeter 240 Check valve 250 Discharge pipe 260 Ejector 262 Compressor 270 Mud collecting plate 270A Fixed mud collecting plate 270B Fixed mud collecting plate 270C Movable mud collecting plate 272 Rotary shaft 274 Movable shutter A Dredging start point B Dredging end Point Z Dredging area (Dredging zone)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 竪型スクリュコンベヤと該竪型スクリュ
コンベヤの吐出口に接続された加圧ポンプと該加圧ポン
プに後続する排送管と該排送管途中に配設され該排送管
内に圧縮エアを送入するエゼクタを備えた泥土の浚渫圧
送装置において、該竪型スクリュコンベヤ下端の泥土取
込口の前方ならびに左右両側方にそれぞれ竪軸回りに回
転駆動され泥土を掘削し攪拌流動化する3つの攪拌装置
を備え、該攪拌装置は該竪軸より水平に張り出され先端
が上方または下方へ屈曲された複数本のアームの外側に
先端が鋭利な刃物状に形成された突起を略等間隔に複数
個配設した攪拌羽根を有し、かつ、該攪拌羽根の旋回領
域の内部に固結する泥土を排除する固定羽根を配設する
とともに、前記竪型スクリュコンベヤの泥土取込口の外
側に該攪拌装置により攪拌流動化された泥土を該泥土取
込口へ導入する垂直平板状の集泥板を配設したことを特
徴とする浚渫圧送装置。
1. A vertical screw conveyor, a pressure pump connected to a discharge port of the vertical screw conveyor, a discharge pipe following the pressure pump, and a discharge pipe disposed in the discharge pipe. In a dredging dredging device for mud equipped with an ejector for feeding compressed air into the mud, the mud is rotatably driven around the vertical axis in front of the mud intake at the lower end of the vertical screw conveyor and on both left and right sides, and the stirring flow is performed. The three stirrers are formed horizontally, and the stirrer is provided with a protrusion having a sharp-edged tip on the outside of a plurality of arms that horizontally project from the vertical axis and have the tips bent upward or downward. A plurality of stirring blades are arranged at substantially equal intervals, and a fixed blade for removing solidified mud is disposed inside the swirling region of the stirring blade, and the mud suctioned by the vertical screw conveyor. Use the stirring device on the outside of the mouth. A dredging pressure-feeding device, characterized in that a vertical flat plate-like mud collecting plate for introducing the fluid which has been stirred and fluidized into the mud intake port is disposed.
【請求項2】 集泥板は竪型スクリュコンベヤの下端前
方に竪軸回りに回動自在な可動集泥板と竪型スクリュコ
ンベヤの下端側方に平面視においてハの字状に配設した
左右一対の固定集泥板とした請求項1記載の浚渫圧送装
置。
2. The mud collecting plate is disposed in front of the lower end of the vertical screw conveyor in the shape of an inverted V in plan view on the lower side of the movable mud collecting plate rotatable around the vertical axis and the lower end of the vertical screw conveyor. The dredging pressure feeding device according to claim 1, which is a pair of left and right fixed mud collecting plates.
JP15727494A 1994-07-08 1994-07-08 Dredging forced feed device Pending JPH0820965A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15727494A JPH0820965A (en) 1994-07-08 1994-07-08 Dredging forced feed device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15727494A JPH0820965A (en) 1994-07-08 1994-07-08 Dredging forced feed device

Publications (1)

Publication Number Publication Date
JPH0820965A true JPH0820965A (en) 1996-01-23

Family

ID=15646077

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15727494A Pending JPH0820965A (en) 1994-07-08 1994-07-08 Dredging forced feed device

Country Status (1)

Country Link
JP (1) JPH0820965A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009509730A (en) * 2005-09-28 2009-03-12 ヒンメルフロイントポイントナー,カート Method and apparatus for feeding to processing plant
CN108277876A (en) * 2018-04-07 2018-07-13 梁策 A kind of Accrete clearing device and dredging vehicle of vehicle of removing contamination for existing municipal administration
CN108487443A (en) * 2018-04-07 2018-09-04 梁策 A kind of suction-type sewer scavenger being applied to deep lower well

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009509730A (en) * 2005-09-28 2009-03-12 ヒンメルフロイントポイントナー,カート Method and apparatus for feeding to processing plant
CN108277876A (en) * 2018-04-07 2018-07-13 梁策 A kind of Accrete clearing device and dredging vehicle of vehicle of removing contamination for existing municipal administration
CN108487443A (en) * 2018-04-07 2018-09-04 梁策 A kind of suction-type sewer scavenger being applied to deep lower well

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