JP2000144796A - Device and method of dehydrating dredged material - Google Patents

Device and method of dehydrating dredged material

Info

Publication number
JP2000144796A
JP2000144796A JP10328833A JP32883398A JP2000144796A JP 2000144796 A JP2000144796 A JP 2000144796A JP 10328833 A JP10328833 A JP 10328833A JP 32883398 A JP32883398 A JP 32883398A JP 2000144796 A JP2000144796 A JP 2000144796A
Authority
JP
Japan
Prior art keywords
stirring tank
dredged soil
agitating tank
dredged material
gear
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.)
Granted
Application number
JP10328833A
Other languages
Japanese (ja)
Other versions
JP2978168B1 (en
Inventor
Hidetoshi Asano
英俊 浅野
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP32883398A priority Critical patent/JP2978168B1/en
Application granted granted Critical
Publication of JP2978168B1 publication Critical patent/JP2978168B1/en
Publication of JP2000144796A publication Critical patent/JP2000144796A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a device and a method of dehydrating a dredged material for providing the optimal dredged material for reclamation at a low cost. SOLUTION: A spiral agitating blade 2 is installed integrally into an agitating tank and a hollow passage 23, into and from which a dredged material is entered and discharged while being agitated, is formed, the agitating tank is placed on a revolving roller mounted on the upper section of a cradle, and a gear chain is stretched on a gear and a wheel set up to the central outer circumferential surface section of the agitating tank. A filter screen 4 is fixed into a cover detachably attached at the front end section of the agitating tank, the front end section of a hose 5 is connected to a vacuum pump 15 and the revolving roller fitted to the projecting shaft of the upper section of an upright lever 13 is fitted movably to the rear-section ring of the agitating tank. The dredged material after a moisture is to some extent removed by settling and separation is charged into the agitating tank at that time, the inside of the agitating tank is brought to a vacuum state by the vacuum pump while agitating the dredged material by rotating the agitating tank, and moisture in the dredged material is removed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は浚渫土の脱水装置及
び脱水方法に関し、さらに詳しくは、埋立用として最適
な浚渫土を安価に提供するための浚渫土の脱水装置及び
脱水方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dredged soil dewatering apparatus and method, and more particularly, to a dredged soil dewatering apparatus and method for inexpensively providing an optimum dredged soil for landfill.

【0002】[0002]

【従来の技術】リゾート開発や新空港の建設などに伴う
埋立地造成の際、盛土,あるいは路床路盤の締め固め施
工にあたって、転圧あるいは振動などの力を加えて人工
的に密度を高める。このことによって、粒子間の間隙は
せばめられ、かみ合わせがよくなり、粘着力も増大し安
定性が増すのである。このときの土の締め固まり方は、
土質,粒度のほか含水量によって大きく異なるため、最
も適切な含水量に調整する必要がある。
2. Description of the Related Art When constructing a landfill site for developing a resort or constructing a new airport, for example, when compacting a bank or a subgrade roadbed, a density such as rolling pressure or vibration is applied to artificially increase the density. This results in tighter interstices between the particles, better engagement, increased adhesion and increased stability. How to compact the soil at this time
It is necessary to adjust the water content to the most appropriate one because it varies greatly depending on the soil content, grain size and water content.

【0003】従来、埋立用の土砂は、海底の土砂を浚渫
機にてさらい、ポンプにて、海上を這っているフロート
を側部に備えたパイプを通って陸上に設けられた土砂仮
置場に輸送され、その後土砂中の含有水分を沈降分離に
よって除去することによって得られ、そして、その得ら
れた土を所定地まで搬送して埋め立て、締め固めてい
く。又は、埋立地に土砂仮置場を設けて沈降分離にて水
分を除去した土を直接そのまま締め固めていくなどの方
法で埋立を行なっていた。
[0003] Conventionally, earth and sand for land reclamation is obtained by rubbing the earth and sand on the sea floor with a dredging machine, and using a pump to move a float crawling on the sea through a pipe provided on the side to a sediment storage site provided on land. It is transported and then obtained by removing the water content in the sediment by sedimentation separation, and the obtained soil is transported to a predetermined place for landfill and compaction. Alternatively, a landfill has been provided in a landfill, and landfilling has been performed by directly compacting the soil from which water has been removed by sedimentation and separation.

【0004】[0004]

【発明が解決しようとする課題】しかし、短期間の沈降
分離処理のみでは、へどろや有機物などを含む土砂の水
分の除去が十分にできないため、浚渫土がしっかりと締
め固められ、安定するのには余りにも長い年月を必要と
し、埋立計画期間中に間に合わず、現実にそぐわない問
題点があった。
However, the dredged soil is firmly compacted and stable because only a short period of sedimentation and separation can not sufficiently remove the water content of the earth and sand including the slime and organic matter. Required too long a period of time, and was not in time for the landfill planning period, and had problems that were unrealistic.

【0005】よって、上述の方法で得られた浚渫土をベ
ルトコンベヤに載せ、浚渫土に熱風をかけて水分を除去
するなどの方法もあるが、この方法では熱風を発生させ
るための電力が多く必要であり、大変ユーティリティー
コストが嵩みすぎるため、現実的にはほとんど実施され
ていない。そこで、現在では浚渫土へセメントや化学薬
剤などを添加して水分を除去して早く締め固めるという
方法が一般的に行われているが、この方法においても、
浚渫土に添加するセメントや薬剤の量が余りにも膨大に
必要であり、ひいてはコストが嵩み経済的負担が余儀な
くされる現状である。
Therefore, there is a method of placing the dredged soil obtained by the above-mentioned method on a belt conveyor and applying hot air to the dredged soil to remove moisture. However, in this method, a large amount of electric power is required to generate hot air. Since it is necessary and the utility cost is too high, it is hardly implemented practically. Therefore, at present, the method of adding cement or chemical agent to dredged soil to remove water and compact quickly is generally performed.
The amount of cement and chemicals to be added to the dredged soil is excessively large, and as a result, the cost is high and the economic burden is inevitable.

【0006】[0006]

【課題を解決するための手段】本発明は上記課題を解決
するためになされたものであって、その要旨とするとこ
ろは、撹拌槽内に螺旋状の撹拌翼を一体に設けて浚渫土
が撹拌されながら出入りする中空通路を形成し、該撹拌
槽を受台上部に着装した回転ローラー上に載置し、撹拌
槽中央外周面部に円周状に設けたギアと駆動モーター軸
に嵌入固止した大歯車とにギアチェーンを掛け、撹拌槽
の先端部に着脱自在に取付した蓋内に濾過網を固着し、
さらにホースの先端部を蓋の口部へOリングを介在して
遊嵌すると共に後端部を真空ポンプへ接続し、次いで受
台後部の直立杆の上部の突出軸へ回転自由に嵌着した回
転ローラーを撹拌槽の後部リングへ遊嵌したことを特徴
とする浚渫土中の水分を除去できる浚渫土の脱水装置、
及び撹拌翼を設けた撹拌槽に、沈降分離によってある程
度水分を除去した後の浚渫土を投入し、撹拌槽を回転さ
せることによって浚渫土を撹拌しながら、真空ポンプに
て撹拌槽内を真空状態にして、浚渫土中の水分を除去で
きることを特徴とする浚渫土の脱水方法を提供する。次
に本発明の実施の形態を図面を参照しながら説明する。
Means for Solving the Problems The present invention has been made to solve the above-mentioned problems, and the gist of the present invention is that a spiral stirring blade is integrally provided in a stirring tank to reduce dredged soil. Form a hollow passage that enters and exits while being stirred, place the stirring tank on a rotating roller mounted on the upper part of the receiving table, and secure it by fitting it into a gear and a drive motor shaft provided circumferentially on the center outer peripheral surface of the stirring tank. A gear chain is hung on the large gear and the filter net is fixed in a lid detachably attached to the tip of the stirring tank,
Further, the front end of the hose was loosely fitted to the mouth of the lid via an O-ring, and the rear end was connected to a vacuum pump. Then, the hose was rotatably fitted to the projecting shaft on the upper part of the upright rod at the rear of the cradle. A dredging soil dewatering device capable of removing water from the dredged soil, wherein the rotating roller is loosely fitted to the rear ring of the stirring tank,
The dredged soil from which water has been removed to some extent by sedimentation and separation is put into a stirring tank provided with stirring blades, and the inside of the stirring tank is evacuated with a vacuum pump while stirring the dredged soil by rotating the stirring tank. Thus, there is provided a method for dewatering dredged soil, characterized in that moisture in the dredged soil can be removed. Next, embodiments of the present invention will be described with reference to the drawings.

【0007】[0007]

【発明の実施の形態1】図1,2に於いて、1は後部中
央にリング14を突設してなる長方形の金属製の撹拌槽
であって、この撹拌槽1内に螺旋状の撹拌翼2が一体に
設けられ、中空通路23が形成されている。3は、撹拌
槽1の前側入口部に着脱自在に取付してある蓋で、この
蓋3の後方内側に濾過網4が固着されている。5は可撓
性のホースで、このホース5の先端部が蓋3の口部6に
Oリング7,7を介在して遊嵌されており、ホース5の
後端部は真空ポンプ15へ接続されている。8は後部に
垂直に直立杆13を立てて一体に設けてなる撹拌槽1の
受台であって、この受台8の中央部に駆動モーター9が
設置されており、該駆動モーター9の軸22には、大歯
車10が嵌入固止されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1 and FIG. 2, reference numeral 1 denotes a rectangular metal stirring tank having a ring 14 projecting from the rear center thereof. The wing 2 is provided integrally, and a hollow passage 23 is formed. Reference numeral 3 denotes a lid detachably attached to the front entrance of the stirring tank 1, and a filtration net 4 is fixed to the inside of the rear of the lid 3. Reference numeral 5 denotes a flexible hose. The tip of the hose 5 is loosely fitted to the mouth 6 of the lid 3 via O-rings 7 and 7, and the rear end of the hose 5 is connected to a vacuum pump 15. Have been. Reference numeral 8 denotes a support for the agitation tank 1 in which an upright rod 13 is vertically provided at the rear and integrally provided. A drive motor 9 is provided at the center of the support 8, and a shaft of the drive motor 9 is provided. The large gear 10 is fitted and fixed to 22.

【0008】11,12は受台8の前後両側部に設けた
支持軸20,21にそれぞれ着装されている回転ローラ
ーである。そして、この回転ローラー11,12上に撹
拌槽1が載置され、回転ローラー11,12によって撹
拌槽1の回転を円滑にしている。16は、受台8の直立
杆13の上部から撹拌槽1のリング14中へ突出してい
る突出軸であって、この突出軸14へ回転ローラー16
が回転自由に嵌着されていて、回転ローラー16はリン
グ14内へ嵌入固着されている。18は撹拌槽1の中央
外周面部に設けられた円周状のギアで、このギア18と
駆動モーター9のモーター軸22に嵌入固止されている
大歯車10とにギアチェーン19が掛けられている。
Reference numerals 11 and 12 denote rotating rollers mounted on support shafts 20 and 21 provided on both front and rear sides of the receiving table 8, respectively. The stirring tank 1 is placed on the rotating rollers 11 and 12, and the rotation of the stirring tank 1 is smoothly performed by the rotating rollers 11 and 12. Reference numeral 16 denotes a protruding shaft that protrudes from the upper part of the upright rod 13 of the receiving table 8 into the ring 14 of the stirring tank 1.
Are rotatably fitted, and the rotating roller 16 is fitted and fixed in the ring 14. Reference numeral 18 denotes a circumferential gear provided on the central outer peripheral surface of the stirring tank 1. A gear chain 19 is hung on the gear 18 and the large gear 10 fixedly fitted to the motor shaft 22 of the drive motor 9. I have.

【0009】本発明の脱水装置を使用して浚渫土の脱水
を行なうには、まず着脱自由の蓋3を開放してベルトコ
ンベヤなどによって搬送されてくる浚渫土を撹拌槽内へ
搬入を始める。浚渫土の搬入を始めたら、駆動モーター
9を起動させ図2矢印X方向に大歯車10を回転させ
る。すると大歯車10の回転にともなって、大歯車10
と撹拌槽のギアとに掛けてあるギアチェーン19が回転
を始めると撹拌槽が矢印X方向に回転を始める。このと
き、撹拌槽1の回転は受台8上前後に計4箇所設けられ
た回転ローラー11,12との回転によって円滑に行わ
れる。
In order to dewater the dredged soil using the dewatering device of the present invention, first, the lid 3 which can be freely attached and detached is opened, and the dredged soil conveyed by a belt conveyor or the like is introduced into the stirring tank. When the loading of the dredged soil is started, the drive motor 9 is started and the large gear 10 is rotated in the direction of arrow X in FIG. Then, as the gear 10 rotates, the gear 10
When the gear chain 19 hung on the gear of the stirring tank starts rotating, the stirring tank starts rotating in the arrow X direction. At this time, the rotation of the stirring tank 1 is smoothly performed by the rotation of the rotating rollers 11 and 12 provided at a total of four places on the receiving table 8.

【0010】撹拌槽の回転が始まると、撹拌槽1内には
螺旋状の撹拌翼2が設けられているため、浚渫土は、中
空通路23を通過しながら撹拌翼2の矢印X方向の回転
によって撹拌され撹拌槽1内後方に押し込まれていく。
このように撹拌槽1を回転させることによって浚渫土を
撹拌槽1後方へ押し込みながら投入されていく。そして
所定量の浚渫土を投入終了後、撹拌槽1の回転を止めて
蓋3を閉める。蓋3を閉めたら再び撹拌槽1を矢印X方
向に回転させ、真空ポンプ15を起動させ真空ポンプ1
5の起動によって徐々に撹拌槽1内が真空状態になり、
浚渫土は撹拌されているため均等に浚渫土中の含有水分
の蒸発が起こる。また、このとき真空ポンプ15は撹拌
槽1内の空気を吸うことによって空気を除き撹拌槽1内
を真空状態にするため、浚渫土が空気と共に真空ポンプ
15に引き込まれ、真空ポンプ15の故障を引き起こさ
ないよう蓋3の内側部分には濾過網4が設けられてい
る。
When the rotation of the stirring tank starts, the spiral stirring blades 2 are provided in the stirring tank 1, so that the dredged soil passes through the hollow passage 23 while rotating the stirring blades 2 in the arrow X direction. And is pushed backward in the stirring tank 1.
By rotating the stirring tank 1 in this way, the dredged soil is injected while being pushed to the rear of the stirring tank 1. After completion of charging a predetermined amount of dredged soil, rotation of the stirring tank 1 is stopped and the lid 3 is closed. When the lid 3 is closed, the stirring tank 1 is rotated again in the direction of arrow X, and the vacuum pump 15 is started to activate the vacuum pump 1.
By the start of 5, the inside of the stirring tank 1 gradually becomes a vacuum state,
Since the dredged soil is agitated, the moisture contained in the dredged soil evaporates evenly. At this time, the vacuum pump 15 removes the air by sucking the air in the stirring tank 1 to make the inside of the stirring tank 1 a vacuum state. Therefore, the dredged soil is drawn into the vacuum pump 15 together with the air. A filter net 4 is provided on the inner part of the lid 3 so as not to cause it.

【0011】真空ポンプ15を起動し、真空状態にさせ
てから所定時間経過後、撹拌槽1の回転を停止させる。
そして真空ポンプ15の起動停止を行なった後、蓋3を
開放する。蓋3を開放後、今度は駆動モーター9を逆方
向に起動させ図1矢印Y方向に大歯車10を回転させ
る。すると大歯車10の回転にともなって、大歯車10
に掛け嵌めしてあるギアチェーン19が回転を始めると
ギアチェーン19と噛合しているギア18よって撹拌槽
が矢印Y方向に回転を始める。回転が始まると、浚渫土
は中空通路23を通過しながら撹拌翼2の矢印Y方向の
回転によって徐々に撹拌槽1前方に移送され、終には蓋
3が外されて開放状態になっている撹拌槽1前方より、
脱水後の浚渫土が外部へ排出される。
After a predetermined time has elapsed since the vacuum pump 15 was activated and brought into a vacuum state, the rotation of the stirring tank 1 is stopped.
After the start and stop of the vacuum pump 15, the lid 3 is opened. After the lid 3 is opened, the drive motor 9 is started in the reverse direction, and the large gear 10 is rotated in the direction of arrow Y in FIG. Then, as the gear 10 rotates, the gear 10
When the gear chain 19 engaged with the gear chain 19 starts rotating, the stirring tank starts rotating in the arrow Y direction by the gear 18 meshing with the gear chain 19. When the rotation starts, the dredged soil is gradually transferred to the front of the stirring tank 1 by the rotation of the stirring blade 2 in the direction of the arrow Y while passing through the hollow passage 23, and the lid 3 is finally removed to be open. From the front of the stirring tank 1,
Dredged soil after dewatering is discharged to the outside.

【0012】[0012]

【発明の実施の形態2】上述のような脱水装置を利用し
て埋立地造成のために適切な水分量を有する土砂を得る
ために、先ず海底の土砂を浚渫機にてさらい、ポンプに
て、海上を這っているフロートを側部に備えたパイプを
通って陸上に設けられた土砂仮置場に輸送され、その後
土砂中の含有水分を沈降分離によって除去する。次い
で、図1の矢印X方向に撹拌槽1を回転させながら、前
述のある程度水分が除去された浚渫土を投入する。所定
量まで投入完了後、蓋3を閉め、引き続き図1の矢印X
方向に回転させながら、真空ポンプ15を起動し、撹拌
槽1内を真空状態にさせて浚渫土の脱水を行なう。所定
時間終了後、真空状態を解除後真空ポンプ15を停止
し、蓋3を開放する。次いで、図1矢印Y方向に撹拌槽
1を回転させることによって、浚渫土が中空通路23を
通過しながら撹拌翼2の矢印Y方向の回転によって前方
へ移動し、撹拌槽1より順次排出される。
[Embodiment 2] In order to obtain earth and sand having an appropriate amount of water for landfill construction using the above-mentioned dewatering device, first, sand on the seabed is dredged by a dredger and then pumped. Then, the float crawling on the sea is transported through a pipe provided on the side to a sediment temporary storage site provided on land, and thereafter, moisture contained in the sediment is removed by sedimentation separation. Next, while rotating the stirring tank 1 in the direction of the arrow X in FIG. After the feeding to the predetermined amount is completed, the cover 3 is closed, and the arrow X
While rotating in the direction, the vacuum pump 15 is started, and the inside of the stirring tank 1 is evacuated to dehydrate the dredged soil. After a predetermined period of time, the vacuum pump 15 is released, the vacuum pump 15 is stopped, and the lid 3 is opened. Next, by rotating the stirring tank 1 in the arrow Y direction in FIG. 1, the dredged soil moves forward by the rotation of the stirring blade 2 in the arrow Y direction while passing through the hollow passage 23, and is sequentially discharged from the stirring tank 1. .

【0013】[0013]

【発明の効果】本発明の脱水装置は上述のようであるか
ら、撹拌槽内に螺旋状の撹拌翼を設けたため、撹拌槽の
回転方向を変更するのみで浚渫土の出し入れが容易にで
き、尚且つ、撹拌翼が浚渫土を効率良く撹拌するため、
浚渫土の脱水が均等に行われる。撹拌槽内を真空状態に
させて浚渫土の脱水を行なう際蓋に濾過網が固着してあ
るから浚渫土が空気と共に真空ポンプに引き込まれ、真
空ポンプが故障しないようにした。また、撹拌槽の荷重
を受台に設けられた回転ローラーにて支えられながら撹
拌槽が回転するため、撹拌槽の回転が円滑に行われる。
As described above, the dewatering device of the present invention is provided with a spiral stirring blade in the stirring tank, so that dredged soil can be easily taken in and out only by changing the rotation direction of the stirring tank. In addition, because the stirring blade efficiently stirs the dredged soil,
Dewatering of dredged soil is performed evenly. When the inside of the stirring tank was evacuated and the dredged soil was dewatered, the filter net was fixed to the lid, so that the dredged soil was drawn into the vacuum pump together with the air so that the vacuum pump did not break down. Further, since the stirring tank rotates while the load of the stirring tank is supported by the rotating roller provided on the receiving table, the rotation of the stirring tank is performed smoothly.

【0014】さらに、本発明の脱水方法は上述のようで
あるから、従来の熱風乾燥のように多量の電力が必要な
く、また膨大な量のセメントや薬剤を使用しないためコ
ストが安くすみ、埋立用として最適な水分量を有する浚
渫土を安価に提供することができる。
Further, since the dehydration method of the present invention is as described above, a large amount of electric power is not required unlike the conventional hot air drying, and a huge amount of cement and chemicals are not used, so that the cost can be reduced and the landfill can be performed. The dredged soil having an optimal water content for use can be provided at low cost.

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

【図1】本発明の脱水装置の参考縦断面図である。FIG. 1 is a reference longitudinal sectional view of a dehydrating apparatus of the present invention.

【図2】図1の一部欠截したA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【符号の説明】[Explanation of symbols]

1 撹拌槽 2 撹拌翼 3 蓋 4 濾過網 5 ホース 6 口部 7 Oリング 8 受台 9 駆動モーター 10 大歯車 11,12 回転ローラー 13 直立杆 14 リング 15 真空ポンプ 16 回転ローラー 17 突出軸 18 ギア 19 ギアチェーン 20,21 支持軸 22 モーター軸 23 中空通路 DESCRIPTION OF SYMBOLS 1 Stirring tank 2 Stirrer blade 3 Lid 4 Filtration net 5 Hose 6 Mouth 7 O-ring 8 Cradle 9 Drive motor 10 Large gear 11, 12 Rotary roller 13 Upright rod 14 Ring 15 Vacuum pump 16 Rotary roller 17 Projection shaft 18 Gear 19 Gear chain 20, 21 Support shaft 22 Motor shaft 23 Hollow passage

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 撹拌槽内に螺旋状の撹拌翼を一体に設け
て浚渫土が撹拌されながら出入りする中空通路を形成
し、該撹拌槽を受台上部に着装した回転ローラー上に載
置し、撹拌槽中央外周面部に円周状に設けたギアと駆動
モーター軸に嵌入固止した大歯車とにギアチェーンを掛
け、撹拌槽の先端部に着脱自在に取付した蓋内に濾過網
を固着し、さらにホースの先端部を蓋の口部へOリング
を介在して遊嵌すると共に後端部を真空ポンプへ接続
し、次いで受台後部の直立杆の上部の突出軸へ回転自由
に嵌着した回転ローラーを撹拌槽の後部リングへ遊嵌し
たことを特徴とする浚渫土中の水分を除去する浚渫土の
脱水装置。
1. A spiral stirring blade is integrally provided in a stirring tank to form a hollow passage through which dredged soil enters and exits while being stirred, and the stirring tank is placed on a rotating roller mounted on an upper portion of a receiving table. , A gear chain is hung on a gear provided circumferentially on the center outer peripheral surface of the stirring tank and a large gear fitted and fixed on the drive motor shaft, and a filter net is fixed in a lid detachably attached to the tip of the stirring tank. Then, the front end of the hose is loosely fitted to the mouth of the lid via an O-ring, and the rear end is connected to a vacuum pump. A dredged soil dewatering device for removing water from a dredged soil, wherein the worn rotating roller is loosely fitted to a rear ring of the stirring tank.
【請求項2】 埋立用として最適な浚渫土を提供するた
めに、撹拌翼を設けた撹拌槽に、沈降分離によってある
程度水分を除去した後の浚渫土を投入し、撹拌槽を回転
させることによって浚渫土を撹拌しながら、真空ポンプ
にて撹拌槽内を真空状態にして、浚渫土中の水分を除去
することを特徴とする浚渫土の脱水方法。
2. In order to provide an optimum dredged soil for landfill, the dredged soil after removing water to some extent by sedimentation and separation is put into a stirring tank provided with a stirring blade, and the stirring tank is rotated. A method for dewatering a dredged soil, wherein the inside of a stirring tank is evacuated by a vacuum pump while stirring the dredged soil to remove moisture in the dredged soil.
JP32883398A 1998-11-04 1998-11-04 Dewatering device and method for dredged soil Expired - Fee Related JP2978168B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32883398A JP2978168B1 (en) 1998-11-04 1998-11-04 Dewatering device and method for dredged soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32883398A JP2978168B1 (en) 1998-11-04 1998-11-04 Dewatering device and method for dredged soil

Publications (2)

Publication Number Publication Date
JP2978168B1 JP2978168B1 (en) 1999-11-15
JP2000144796A true JP2000144796A (en) 2000-05-26

Family

ID=18214606

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32883398A Expired - Fee Related JP2978168B1 (en) 1998-11-04 1998-11-04 Dewatering device and method for dredged soil

Country Status (1)

Country Link
JP (1) JP2978168B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011106213A (en) * 2009-11-20 2011-06-02 Asami Seisakusho:Kk Soil improvement method and soil improvement device used for the same
CN107740459A (en) * 2017-11-08 2018-02-27 孙丽君 A kind of dredging device for water conservancy projects

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011106213A (en) * 2009-11-20 2011-06-02 Asami Seisakusho:Kk Soil improvement method and soil improvement device used for the same
CN107740459A (en) * 2017-11-08 2018-02-27 孙丽君 A kind of dredging device for water conservancy projects
CN107740459B (en) * 2017-11-08 2020-07-10 海门市初享工业设计有限公司 Hydraulic engineering desilting device

Also Published As

Publication number Publication date
JP2978168B1 (en) 1999-11-15

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