JPH0665945A - Dredging equipment - Google Patents

Dredging equipment

Info

Publication number
JPH0665945A
JPH0665945A JP26402092A JP26402092A JPH0665945A JP H0665945 A JPH0665945 A JP H0665945A JP 26402092 A JP26402092 A JP 26402092A JP 26402092 A JP26402092 A JP 26402092A JP H0665945 A JPH0665945 A JP H0665945A
Authority
JP
Japan
Prior art keywords
inlet
cutters
cutter
auxiliary
mud
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
JP26402092A
Other languages
Japanese (ja)
Inventor
Kiyoshi Kuioka
潔 杭岡
Ryoichi Yamamoto
良一 山本
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 JP26402092A priority Critical patent/JPH0665945A/en
Publication of JPH0665945A publication Critical patent/JPH0665945A/en
Pending legal-status Critical Current

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  • Screw Conveyors (AREA)

Abstract

PURPOSE:To prevent sludge from sticking to the surface and the undersurface of inlet cutters by a method wherein the surface and the undersurface of the inlet cutters are scraped when the sludge is stuck thereto by auxiliary cutters in parallelogrammic section that are interposed between each of the upper and the lower inlet cutters. CONSTITUTION:Auxiliary cutters 110 are attached to a mudgathering plate 11 of an inlet device 5, and each of the auxiliary cutters is interposed between each of a plurality of inlet cutters 5b that are provided in tiers. Each of the auxiliary cutters 110 is formed in a link shape in parallelogrammic section, and helical compression springs are provided between each of upper and lower fulcrums and are made expandable and contractile in the vertical direction. The overall height of the helical compression spring is made the same as, or higher than a gap between each of the inlet cutters 5b. In the case where highly viscous sludge is stuck to the surface and the undersurface of the inlet cutters 5b, both the surface and the undersurface are scraped with the auxiliary cutters 110 and the sludge is removed. Thereby, excavation and agitation functions can be prevented from deteriorating, resulting in improvement of maintainability and dredging efficiency in protracted continuous operation.

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,例えば,発電所の取水
口や海底,湖沼,河川,港湾などに堆積したヘドロなど
の軟泥を浚渫する際に利用される浚渫装置に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dredging device used for dredging soft mud such as sludge accumulated in a water intake, a seabed, a lake, a river, a port, etc. of a power plant.

【0002】[0002]

【従来の技術】海底に堆積したヘドロ等の軟泥の浚渫
は,水中ポンプを軟泥層中へ突っ込んで吸い上げたり,
あるいはグラブバケットにより軟泥を海底よりすくい上
げたりすることによって行なっていた。しかし,この方
法では,高濃度の軟泥を浚渫することができないばかり
か,軟泥とともに大量の海水を吸い上げるため揚泥効率
が悪く,また,グラブバケットによる方法では,海水に
泥濁が発生し,二次汚染を生じるという問題があった。
そこで,これらの問題を解決するために,竪型スクリュ
コンベヤとこの竪型スクリュコンベヤの下端に回転自在
に配設されたインレット装置からなる浚渫装置が実用化
され,竪型スクリュコンベヤの上端近くの排出口から排
出された軟泥は,圧送ポンプで加圧され逆止弁を経由し
て排送管へ圧送され,さらに圧縮エアを排送管途中に設
けたエアノズル(エジェクタ)から圧入して遠距離輸送
するという方式が本出願人により提案されている。
2. Description of the Related Art Dredging of sludge such as sludge deposited on the seabed may cause a submersible pump to plunge into the sludge layer and suck it up.
Alternatively, it was done by scooping up the soft mud from the seabed with a grab bucket. However, this method cannot dredge a high-concentration soft mud, and because it sucks a large amount of seawater together with the soft mud, it has a poor pumping efficiency. In addition, the grab bucket method causes turbidity in seawater, There was a problem of causing secondary pollution.
Therefore, in order to solve these problems, a dredging device consisting of a vertical screw conveyor and an inlet device rotatably arranged at the lower end of this vertical screw conveyor was put into practical use, and it was placed near the upper end of the vertical screw conveyor. The soft mud discharged from the discharge port is pressurized by a pressure pump and pressure-fed to the discharge pipe via the check valve. Further, compressed air is pressure-injected from an air nozzle (ejector) provided in the middle of the discharge pipe for a long distance. A method of transportation has been proposed by the applicant.

【0003】図7はこのタイプの従来の浚渫装置を示
し,インレット装置5の外周に回転自在な略半円形状の
集泥板11を備えた浚渫装置1であって,集泥板11を
浚渫方向の背面側に回転し対向させた後,インレット装
置5を駆動回転しながらゆっくりと前進することによ
り,インレット・カッタ5bで浚渫個所の固化した軟泥
層を水平に剪断,撹拌,流動化して竪型スクリュコンベ
ヤ2のスクリュ羽根3の回転による吸引力により内部へ
導き,スクリュ羽根3によって上昇移送する。このと
き,固結した軟泥はインレット・カッタ5bによりスラ
イス状に切断され,軟かくなって流動化していくが,軟
泥中に存在した異物はインレット・カッタ5b間を通過
することができずに排除される。このようにして竪型ス
クリュコンベヤ2で上昇移送された軟泥は上端部の吐出
口2aより排出され,次の工程へ搬送される。
FIG. 7 shows a conventional dredging device of this type, which is a dredging device 1 provided with a rotatable semi-circular mud collecting plate 11 on the outer periphery of an inlet device 5, in which the mud collecting plate 11 is dredged. After being rotated and opposed to the rear side in the direction, the inlet cutter 5 is slowly moved forward while the inlet cutter 5b is used to horizontally shear, stir, and fluidize the solidified mud layer at the dredging point to vertically move it. It is guided to the inside by the suction force due to the rotation of the screw blades 3 of the mold screw conveyor 2, and is moved up by the screw blades 3. At this time, the solidified soft mud is cut into slices by the inlet / cutter 5b and becomes soft and fluidized, but the foreign matter present in the soft mud cannot pass between the inlet / cutter 5b and is eliminated. To be done. The soft mud that has been lifted and transferred by the vertical screw conveyor 2 in this way is discharged from the discharge port 2a at the upper end and is conveyed to the next step.

【0004】軟泥が硬く,あるいは粘着性の強い場合に
は,運転が継続されるにつれて軟泥がインレット・カッ
タ5b自体に付着し,これが発達して各段のインレット
・カッタ5b間を目詰りさせて軟泥の通過が悪くなり,
浚渫・輸送能力が低下する。こうした場合の対策とし
て,集泥板11内周面に水平に突設され,インレット・
カッタ5b間へ挾在する補助カッタ11aがこれらの目
詰りした固結物を破壊脱落排除するようになっている。
When the soft mud is hard or has a strong adhesiveness, the soft mud adheres to the inlet cutter 5b itself as the operation continues, and this develops to clog the space between the inlet cutter 5b. The passage of the soft mud deteriorates,
Dredging and transportation capacity will be reduced. As a countermeasure in such a case, the inner surface of the mud collector 11 is projected horizontally and the inlet
The auxiliary cutter 11a, which is present between the cutters 5b, destroys and removes these clogged solid matters.

【0005】[0005]

【発明が解決しようとする課題】しかしながら,特に粘
着性が強く粘性の高い,たとえば粘土質の泥土や軟泥を
処理する場合には,各インレット・カッタ間にこれらが
付着発達し,従来使用されていた水平平板状の補肋カッ
タでは,たとえば,図8に示すように,補助カッタの掃
過領域のみ空隙はできるものの,依然としてインレット
・カッタの周囲には高粘性泥土が付着したままである。
したがって,インレット・カッタ本来の掘削機能や撹拌
機能が低下するばかりでなく,インレット装置の駆動動
力費も増加し,浚渫効率の低下を招来していた。また,
付着した泥土を除去するためしばしば運転を中断し,海
中より引き上げて清掃作業を行なうなどメインテナンス
上の不利益があった。
However, in the case of treating clayey mud or soft mud, which is particularly sticky and highly viscous, these adhere and develop between the inlets and cutters and are conventionally used. In the horizontal flat plate-shaped complementary rib cutter, for example, as shown in FIG. 8, although a void is formed only in the sweep area of the auxiliary cutter, the high-viscosity mud still remains around the inlet cutter.
Therefore, not only the original excavation function and stirring function of the inlet / cutter are deteriorated, but also the driving power cost of the inlet device is increased, resulting in a decrease in dredging efficiency. Also,
Operation was often interrupted to remove the adhering mud, and cleaning was carried out by pulling it out of the sea, which was a maintenance disadvantage.

【0006】[0006]

【課題を解決するための手段】上に述べた課題を解決す
るために,本発明の浚渫装置においては,竪型スクリュ
コンベヤと,この竪型スクリュコンベヤの下部に回転可
能に設けられ外側周面に上下方向適当間隔離間した複数
段のインレット・カッタを配設したインレット装置と,
該インレット装置の外周に回転可能に配設された略半円
周形状を有し内周面に前記インレット・カッタ間の間隙
に挟在突設された補助カッタを有する集泥板を備えた浚
渫装置であって,該補助カッタは断面が平行四辺形リン
クで形成するとともに,上下支点間に圧縮コイルばねを
介装して上下方向伸縮自在に形成し,かつ,該平行四辺
形リンクの全高さが前記インレット・カッタ間の間隙と
同等もしくはそれ以上に形成した。
In order to solve the above-mentioned problems, in the dredging device of the present invention, a vertical screw conveyor and an outer peripheral surface rotatably provided at the lower part of the vertical screw conveyor are provided. And an inlet device in which a plurality of stages of inlet cutters are vertically spaced from each other,
Dredging provided with a mud collecting plate having a substantially semicircular shape rotatably arranged on the outer circumference of the inlet device and having an auxiliary cutter provided on the inner peripheral surface so as to be sandwiched between the inlet and the cutter and protrude. In the device, the auxiliary cutter is formed by a parallelogrammatic link in cross section, and a compression coil spring is interposed between upper and lower fulcrums so that the auxiliary cutter is expandable and contractible in the vertical direction, and the total height of the parallelogrammic link. Was formed to be equal to or larger than the gap between the inlet and the cutter.

【0007】[0007]

【作用】本発明の浚渫装置においては,粘性の高い軟泥
を対象に浚渫作業を実施してインレット・カッタの上下
面に高粘性の軟泥が付着しても,インレット・カッタの
回転に伴って平行四辺形断面の補助カッタが上下2枚の
インレット・カッタ間に入り込み,各々のインレット・
カッタの下面および上面を擦過していくので,粘性軟泥
が付着発達することがない。
In the dredging device of the present invention, even if the dredging work is performed on the highly viscous soft mud and the highly viscous soft mud adheres to the upper and lower surfaces of the inlet cutter, the parallel movement is caused by the rotation of the inlet cutter. An auxiliary cutter with a quadrilateral cross section is inserted between the upper and lower inlets and cutters,
Since the lower and upper surfaces of the cutter are rubbed against each other, viscous soft mud does not adhere and develop.

【0008】[0008]

【実施例】以下図面に基づいて本発明の実施例について
詳細に説明する。図1〜図6は本発明の実施例に係り,
図1は浚渫装置の全体縦断面図,図2は浚渫装置の下部
平面断面図,図3は浚渫装置の下部側面図,図4は図2
のIV−IV視の側面図,図5は図4のV−V視の正面
図,図6は図5のVI−VI視の縦断面図である。
Embodiments of the present invention will now be described in detail with reference to the drawings. 1 to 6 relate to an embodiment of the present invention,
1 is an overall longitudinal sectional view of the dredging device, FIG. 2 is a bottom plan sectional view of the dredging device, FIG. 3 is a lower side view of the dredging device, and FIG. 4 is FIG.
IV-IV side view of FIG. 5, FIG. 5 is a front view of VV view of FIG. 4, and FIG. 6 is a vertical cross-sectional view of VI-VI view of FIG.

【0009】図において,1は浚渫装置,2は竪型スク
リュコンベヤ,2Aはケーシング,3はスクリュ(羽
根),3aは回転軸,3bはスクリュ駆動用の電動機,
4はインレット装置のケーシング,5はインレット装
置,5aはインレット筒,5bはインレット・カッタ,
6は軸受,7はガースギア,8はピニオンギア,9は電
動機,10は保護カバー,11は集泥板,12は軸受,
13および14はチエンホイール,15は電動機,16
は保護カバー,110は補助カッタである。
In the figure, 1 is a dredging device, 2 is a vertical screw conveyor, 2A is a casing, 3 is a screw (blade), 3a is a rotating shaft, 3b is an electric motor for driving the screw,
4 is a casing of the inlet device, 5 is an inlet device, 5a is an inlet cylinder, 5b is an inlet cutter,
6 is a bearing, 7 is a girth gear, 8 is a pinion gear, 9 is an electric motor, 10 is a protective cover, 11 is a mud collecting plate, 12 is a bearing,
13 and 14 are chain wheels, 15 is an electric motor, 16
Is a protective cover, and 110 is an auxiliary cutter.

【0010】図に示すように,竪型スクリュコンベヤ2
は,円筒状のケーシング2Aとこのケーシング2A内に
収納配置され,頂部の電動機3bによって回転駆動され
るスクリュ回転軸3a,スクリュ羽根3とを備えた構成
となっており,スクリュ羽根3によってヘドロ等の軟泥
を揚泥して上部排出口2aより排出されるようになって
いる。
As shown in the figure, the vertical screw conveyor 2
Has a cylindrical casing 2A, a screw rotating shaft 3a housed in the casing 2A and driven to rotate by a top electric motor 3b, and a screw blade 3, and the screw blade 3 causes sludge and the like. The soft mud is lifted and discharged from the upper discharge port 2a.

【0011】一方,竪型スクリュコンベヤ2のケーシン
グ2Aの下方には,ケーシング2Aと同芯同径にて回転
するインレット装置5のケーシング4が軸受6を介して
懸架されており,電動機9,ピニオンギア8,ガースギ
ア7を介して回転駆動できるようになっている。そし
て,ケーシング4の下端部では,平面図が図2に示すよ
うな巴形形状のインレット・カッタ5bが側面に大きな
開口を有するインレット筒5aに複数段取り付けられて
いる。インレット・カッタ5bは図2に示すように回転
によって外周に位置する軟泥層を剪断するように丸鋸形
状を有する巴形に形成される。
On the other hand, below the casing 2A of the vertical screw conveyor 2, a casing 4 of an inlet device 5 which rotates concentrically and with the same diameter as the casing 2A is suspended via a bearing 6, and an electric motor 9 and a pinion are provided. It can be rotationally driven via the gear 8 and the girth gear 7. At the lower end of the casing 4, inlet-cutters 5b having a toe-shaped plan view as shown in FIG. 2 are mounted in a plurality of stages on an inlet cylinder 5a having a large side opening. As shown in FIG. 2, the inlet cutter 5b is formed in a circular saw shape so as to shear the soft mud layer located on the outer circumference by rotation.

【0012】さらに,インレット・カッタ5bの外周を
覆うようにして略半円形の集泥板11がケーシング4の
外周に軸受12に軸承されて配設され,チエンホイール
13,14を介して電動機15によって回転駆動され
る。16はチエンホイール用の保護カバーである。集泥
板11の内周面には各インレット・カッタ5bの間隙に
差し込まれるようにして圧縮コイルばねを介して伸縮す
る補助カッタ110が配設される。11bは通水用の透
孔である。
Further, a substantially semicircular mud collecting plate 11 is arranged on the outer circumference of the casing 4 so as to be supported by bearings 12 so as to cover the outer circumference of the inlet cutter 5b, and a motor 15 is provided via chain wheels 13 and 14. It is driven to rotate by. Reference numeral 16 is a protective cover for the chain wheel. An auxiliary cutter 110, which expands and contracts via a compression coil spring, is provided on the inner peripheral surface of the mud collecting plate 11 so as to be inserted into the gap between the inlet cutters 5b. Reference numeral 11b is a through hole for passing water.

【0013】本発明に係る補助カッタ110は,断面が
図6に示すように,平行四辺形を形成される4枚のブレ
ード115,116,117,118からなり,両端面
は各々4本の平行四辺形リンク111,112,11
3,114で形成され,上下は通しボルト122,左右
は通しボルト120でピン枢支され,通しボルト120
は集泥板11に透孔を介してナット130で締結され
る。ブレード115およびブレード117は通しボルト
122を介して丁番でピンジョイントされる。ブレード
116およびブレード118も同様に通しボルト122
を介して丁番止めされる。ブレード117とブレード1
18間には圧縮コイルばね140が弾装され上下のピン
支点間は伸縮自在に構成される。そして,図4に示すよ
うに,補助カッタ110の全高さH1はインレット・カ
ッタ5b,5b間の内法寸法と同等もしくは若干大きく
形成される。
As shown in FIG. 6, the auxiliary cutter 110 according to the present invention is composed of four blades 115, 116, 117 and 118, each of which has a parallelogram shape. Quadrilateral link 111,112,11
3, 114, the upper and lower parts are pivotally supported by through bolts 122, and the left and right pins are pivotally supported by through bolts 120.
Is fastened to the mud collecting plate 11 with a nut 130 through a through hole. The blade 115 and the blade 117 are pin-jointed with a hinge via a through bolt 122. Similarly, the blade 116 and the blade 118 have through bolts 122.
Is stopped by the hinge. Blade 117 and blade 1
A compression coil spring 140 is elastically mounted between 18 and the upper and lower pin fulcrums can be expanded and contracted. Then, as shown in FIG. 4, the total height H1 of the auxiliary cutter 110 is formed to be equal to or slightly larger than the inner dimension between the inlet cutters 5b, 5b.

【0014】以上のように構成された本発明の浚渫装置
1の作動について説明する。本発明の浚渫装置1を搭載
した浚渫船を浚渫現場まで移送し,停船した後,浚渫方
向の背面側に集泥板11がくるように電動機15を駆動
して調整する。その後,竪型スクリュコンベヤ2を静か
に海底に着地するまで下降する。海底の軟泥層へインレ
ット装置5(具体的にはインレット・カッタ5b)およ
び集泥板11が着地埋没してから,電動機3bを駆動し
てスクリュ羽根3を回転し,同時に電動機9を駆動して
インレット・カッタ5bを回転すると,海底の軟泥層は
剪断,撹拌,流動化されスクリュ羽根3の回転による吸
引力によって次々とインレット筒5aの開口を通過して
装置内へ入り,スクリュ羽根3によって上昇輸送して竪
型スクリュコンベヤ2の上部に達し,排出口2aより排
出され,次工程に設けた電磁流量計,逆止弁,圧送ポン
プ,排送管を経由して最終地に輸送される。
The operation of the dredging device 1 of the present invention constructed as above will be described. The dredger equipped with the dredging device 1 of the present invention is transported to the dredging site, stopped, and then the electric motor 15 is driven and adjusted so that the mud collecting plate 11 comes to the back side in the dredging direction. After that, the vertical screw conveyor 2 is gently lowered until it reaches the bottom of the sea. After the inlet device 5 (specifically, the inlet cutter 5b) and the mud collecting plate 11 are landed and buried in the seabed soft mud layer, the electric motor 3b is driven to rotate the screw blades 3 and simultaneously the electric motor 9 is driven. When the inlet cutter 5b is rotated, the seabed soft mud layer is sheared, agitated, and fluidized, and the suction force generated by the rotation of the screw blades 3 successively passes through the opening of the inlet cylinder 5a and enters the apparatus, whereupon it rises. It is transported, reaches the upper part of the vertical screw conveyor 2, is discharged from the discharge port 2a, and is transported to the final place via the electromagnetic flow meter, the check valve, the pressure pump, and the discharge pipe provided in the next process.

【0015】そして,竪型スクリュコンベヤ2のスクリ
ュ羽根3による輸送は水中ポンプとは異なり,液体をあ
まり随伴せずに主として固体の軟泥の垂直輸送のみを行
なう。この間,軟泥層中に混入していた異物はインレッ
ト・カッタ5bに阻止されて内部へ侵入することを防止
される。
Unlike the submersible pump, the transportation by the screw blades 3 of the vertical screw conveyor 2 mainly carries out the vertical transportation of the solid soft mud without much liquid. During this time, foreign matter mixed in the soft mud layer is blocked by the inlet cutter 5b and prevented from entering the inside.

【0016】しかし,異物はなくても,固結した軟泥や
もともと硬い軟泥,または粘結性の強い軟泥は操業の継
続に伴い次第にインレット・カッタ5bの外周に付着し
て発達し,究極的には上下段のインレット・カッタ5b
間にまたがるように密着して目詰りを起こすことがあ
り,この状態がインレット・カッタ5bの全面に亘ると
軟泥の通過が困難となり,通過量が極端に減少して,浚
渫能力が大幅に低下する。この状態を回避するため,各
インレット・カッタ5b間の空隙には常時圧縮コイルば
ねを介して伸縮する補助カッタ110が入り込んで目詰
りの形成を妨害するようになっている。
However, even if there is no foreign matter, the hardened mud, the originally hard mud, or the strongly softened mud gradually adheres to and develops on the outer periphery of the inlet cutter 5b as the operation continues, and finally, Is the upper and lower inlet cutters 5b
It may be clogged due to close contact with each other across the space, and if this state covers the entire surface of the inlet / cutter 5b, it will be difficult for the soft mud to pass, and the amount of passage will be extremely reduced, drastically reducing the dredging capacity. To do. In order to avoid this state, the auxiliary cutter 110 that constantly expands and contracts via the compression coil spring is inserted into the gap between the inlets and cutters 5b to prevent the formation of clogging.

【0017】以上説明したように,本発明によれば,正
常運転状態では異物を除いた軟泥のみを高濃度で,か
つ,余水をあまり伴わずに輸送できるとともに,インレ
ット・カッタ5bに目詰りを起こさないよう補助カッタ
110を設けたので,高粘性の軟泥でも連続安定運転を
継続できる。なお,本実施例のように平行四辺形リンク
とした場合にはインレット・カッタ5bが逆方向回転し
ても支障なく清掃効果があるが,図4の左側半分の三角
形リンクとすることもできる。この場合にはインレット
・カッタ5bは図2の左側から右側へ移動する状態で使
用しなければならない。
As described above, according to the present invention, in normal operation, only the soft mud excluding foreign matter can be transported at a high concentration and with little excess water, and the inlet cutter 5b can be clogged. Since the auxiliary cutter 110 is provided so as to prevent the occurrence of the above, continuous stable operation can be continued even with highly viscous soft mud. When the parallelogram link is used as in the present embodiment, the inlet cutter 5b can be rotated in the opposite direction without any problem, but the triangular link in the left half of FIG. 4 can be used. In this case, the inlet cutter 5b must be used while moving from the left side to the right side in FIG.

【0018】[0018]

【発明の効果】以上述べたように,本発明の浚渫装置に
おいては,集泥板に設けた補助カッタを掃過するインレ
ット・カッタ間の間隙に応じて上下に伸縮自在な構成と
したので,高粘性の軟泥を浚渫処理しても,インレット
・カッタの上下面に付着発達することが防止される。し
たがって,インレット・カッタは常に掘削作用および撹
拌機能が低下することがなく安定しており,メインテナ
ンス性が向上するとともに長期連続運転が可能となる結
果,浚渫効率が向上する。
As described above, in the dredging device of the present invention, since the auxiliary cutter provided on the mud collecting plate is swung up and down depending on the gap between the inlet and the cutter, Even if the highly viscous soft mud is dredged, it is prevented from adhering and developing on the upper and lower surfaces of the inlet cutter. Therefore, the inlet cutter is always stable with no deterioration in excavation action and stirring function, improving the maintainability and enabling long-term continuous operation, resulting in an improvement in dredging efficiency.

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

【図1】本発明の実施例を示す浚渫装置の全体縦断面図
である。
FIG. 1 is an overall vertical cross-sectional view of a dredging device showing an embodiment of the present invention.

【図2】本発明の実施例を示す浚渫装置の下部平面断面
図である。
FIG. 2 is a bottom plan cross-sectional view of the dredging device showing the embodiment of the present invention.

【図3】本発明の実施例を示す浚渫装置の下部側面図で
ある。
FIG. 3 is a bottom side view of the dredging device showing the embodiment of the present invention.

【図4】図2のIV−IV視の側面図である。FIG. 4 is a side view taken along line IV-IV of FIG.

【図5】図4のV−V視の正面図である。5 is a front view taken along line VV of FIG. 4. FIG.

【図6】図5のVI−VI視の縦断面図である。6 is a vertical sectional view taken along line VI-VI of FIG.

【図7】従来の浚渫装置の全体縦断面図である。FIG. 7 is an overall vertical sectional view of a conventional dredging device.

【図8】従来の補助カッタによる掃過状態を説明する部
分縦断面図である。
FIG. 8 is a partial vertical sectional view for explaining a sweeping state by a conventional auxiliary cutter.

【符号の説明】[Explanation of symbols]

1 浚渫装置 2 竪型スクリュコンベヤ 2A ケーシング 2a 排出口 3 スクリュ羽根 3a 回転軸 3b 電動機 4 ケーシング 5 インレット装置 5a インレット筒 5b インレット・カッタ 6 軸受 7 ガースギア 8 ピニオンギア 9 電動機 10 保護カバー 11 集泥板 11a 補助カッタ 12 軸受 13 チエンホイール 14 チエンホイール 15 電動機 110 補助カッタ 111,112,113,114 リンク 115,116,117,118 ブレード 120 通しボルト 122 通しボルト 130 ナット 140 圧縮コイルばね H インレット間の間隙 H1 補助カッタの全高さ 1 Dredging Device 2 Vertical Screw Conveyor 2A Casing 2a Discharge Port 3 Screw Blade 3a Rotating Shaft 3b Electric Motor 4 Casing 5 Inlet Device 5a Inlet Tube 5b Inlet Cutter 6 Bearing 7 Garth Gear 8 Pinion Gear 9 Electric Motor 10 Mud Cover 11 Auxiliary cutter 12 Bearing 13 Chain wheel 14 Chain wheel 15 Electric motor 110 Auxiliary cutter 111, 112, 113, 114 Link 115, 116, 117, 118 Blade 120 Through bolt 122 Through bolt 130 Nut 140 Compressed coil spring H Gap between inlets H1 auxiliary Total height of cutter

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 竪型スクリュコンベヤと,この竪型スク
リュコンベヤの下部に回転可能に設けられ外側周面に上
下方向適当間隔離間した複数段のインレット・カッタを
配設したインレット装置と,該インレット装置の外周に
回転可能に配設された略半円周形状を有し内周面に前記
インレット・カッタ間の間隙に挾在突設された補助カッ
タを有する集泥板を備えた浚渫装置であって,該補助カ
ッタは断面が平行四辺形リンクで形成するとともに,上
下支点間に圧縮コイルばねを介装して上下方向伸縮自在
に形成し,かつ,該平行四辺形リンクの全高さが前記イ
ンレット・カッタ間の間隙と同等もしくはそれ以上に形
成した浚渫装置。
1. A vertical screw conveyor, an inlet device provided rotatably at a lower portion of the vertical screw conveyor and provided with a plurality of stages of inlet cutters on an outer peripheral surface thereof and vertically spaced apart at appropriate intervals, and the inlet. A dredging device provided with a mud collecting plate having a substantially semicircular shape rotatably arranged on the outer periphery of the device and having an auxiliary cutter provided on the inner peripheral surface so as to project in the gap between the inlet and the cutter. The auxiliary cutter is formed by a parallelogrammatic link in cross section, and a compression coil spring is interposed between the upper and lower fulcrums so that the auxiliary cutter can be expanded and contracted in the vertical direction. A dredging device with a clearance equal to or greater than the gap between the inlet and cutter.
JP26402092A 1992-08-21 1992-08-21 Dredging equipment Pending JPH0665945A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26402092A JPH0665945A (en) 1992-08-21 1992-08-21 Dredging equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26402092A JPH0665945A (en) 1992-08-21 1992-08-21 Dredging equipment

Publications (1)

Publication Number Publication Date
JPH0665945A true JPH0665945A (en) 1994-03-08

Family

ID=17397441

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26402092A Pending JPH0665945A (en) 1992-08-21 1992-08-21 Dredging equipment

Country Status (1)

Country Link
JP (1) JPH0665945A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000580A (en) * 2021-09-26 2022-02-01 邱成 Channel dredging device for hydraulic engineering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000580A (en) * 2021-09-26 2022-02-01 邱成 Channel dredging device for hydraulic engineering
CN114000580B (en) * 2021-09-26 2023-11-17 广东传世建设工程有限公司 Channel dredging device for hydraulic engineering

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