JP2005188057A - Dredging device and dredging method - Google Patents

Dredging device and dredging method Download PDF

Info

Publication number
JP2005188057A
JP2005188057A JP2003427928A JP2003427928A JP2005188057A JP 2005188057 A JP2005188057 A JP 2005188057A JP 2003427928 A JP2003427928 A JP 2003427928A JP 2003427928 A JP2003427928 A JP 2003427928A JP 2005188057 A JP2005188057 A JP 2005188057A
Authority
JP
Japan
Prior art keywords
bottom mud
storage tank
mud
dredging
casing
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
JP2003427928A
Other languages
Japanese (ja)
Other versions
JP4348687B2 (en
Inventor
Kaoru Sarazawa
薫 皿澤
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.)
Toray Engineering Co Ltd
Original Assignee
Toyo Construction Co 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 Toyo Construction Co Ltd filed Critical Toyo Construction Co Ltd
Priority to JP2003427928A priority Critical patent/JP4348687B2/en
Publication of JP2005188057A publication Critical patent/JP2005188057A/en
Application granted granted Critical
Publication of JP4348687B2 publication Critical patent/JP4348687B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Treatment Of Sludge (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)
  • Mixers Of The Rotary Stirring Type (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a dredging device and a dredging method capable of dredging a thin layer portion including surface layer floated sludge with high concentration without increasing pressure in a casing. <P>SOLUTION: This dredging device 1 comprises a scraping means 4 scraping bottom sludge to the inside of the casing 3 and a bottom sludge storage tank part 5 storing the scraped bottom sludge. The bottom sludge storage tank part 5 further comprises an agitator 7 agitating the bottom sludge in the tank for fluidization and a sludge discharge pump 8 communicating with the bottom sludge storage tank part 5 and sucking the fluidized bottom sludge to the surface of water. Since the pump can fluidize the the bottom sludge, namely, scraped cake-like mud and muddy water by agitating and easily suck the fluidized bottom sludge to the surface of water by the sludge discharge pump 8, the thin layer portion including the surface layer floated sludge can be dredged with high concentration without increasing the pressure in the casing 3. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、水底の底泥を浚渫するための浚渫装置及び浚渫方法に関するものである。   The present invention relates to a dredging apparatus and dredging method for dredging bottom mud of a water bottom.

一般に、底泥は、浚渫船から吊下される浚渫装置に備えられたポンプによる吸込方式で浚渫を行っている。この方式では、底泥と共に多量の水が吸引されるため浚渫効率が悪く、浚渫余水の処理も面倒な手続きを要して経済的負担が増加していた。   Generally, the bottom mud is dredged by a suction system using a pump provided in a dredger device suspended from a dredger. In this method, a large amount of water is sucked together with the bottom mud, so that the dredging efficiency is poor, and the wastewater treatment requires a troublesome procedure and the economic burden increases.

そこで、上述した問題を解決するための従来技術として、例えば、特許文献1には、下側の片側に開口を有するケーシング内にエンドレスに回転するチェーンを配設すると共に、このチェーンに開口を通じて泥土を掻き上げる複数の掻上げ板を支持させ、ケーシング内の底部に、開口縁からチェーンの下側走行面に沿って上向きに延ばされ、前記掻上げ板との間にわずかの隙間を形成するスロープを配置し、ケーシングには、該ケーシング内に圧縮空気を供給する空気供給管と、スロープから落下する泥土を貯留する貯留タンクとを付設し、かつ貯留タンクにその中の泥土を外部に排出する排泥手段を接続する構成とする浚渫装置が開示されており、ケーシング内に圧縮空気を供給しながらチェーンを作動させることにより、掻上げ板がエンドレスに回転して、泥土をスロープに沿って掻上げると共に、この間の泥土を水きりして、泥土の含水率を低下させて浚渫効率を向上させることが可能になっている。   Therefore, as a conventional technique for solving the above-described problem, for example, in Patent Document 1, a chain that rotates endlessly is disposed in a casing having an opening on one side of the lower side, and mud mud is opened through this opening. A plurality of scraping plates are supported, and are extended upward along the lower running surface of the chain from the opening edge at the bottom of the casing, forming a slight gap with the scraping plate. A slope is arranged, and an air supply pipe for supplying compressed air into the casing and a storage tank for storing mud falling from the slope are attached to the casing, and the mud in the storage tank is discharged to the outside. A dredge device configured to connect the sludge discharging means is disclosed, and the scraper plate is energized by operating the chain while supplying compressed air into the casing. Rotates the less, the increase the take along a slope of the mud, and draining the meantime the mud, it has been possible to improve the dredging efficiency by reducing the water content of the mud.

特許第2847342号公報Japanese Patent No. 2847342

しかしながら、上述の特許文献1の発明では、ケーシング内に圧縮空気を供給してケーシング内を圧気することにより、浚渫すべき底泥表層の富栄養化物質である窒素、リン等が最も多く含まれている浮泥のケーシング内への取り込みが阻害される。   However, in the above-described invention of Patent Document 1, nitrogen, phosphorus, etc., which are eutrophication substances of the bottom mud surface layer to be dredged, are contained by supplying compressed air into the casing and pressurizing the inside of the casing. Incorporation of floating mud into the casing is hindered.

一方、ケーシング内の圧気なしで、排泥ポンプで吸込むと、水分、浮泥が最初に吸引されるため、ケーシング内に水みちが形成されてケーキ状に掻き揚げられた底泥等が吸引されにくくなり、含泥率が下がり、高濃度での浚渫が難しくなる。   On the other hand, when sucked with a mud pump without the pressure inside the casing, moisture and floating mud are sucked first, so a water channel is formed in the casing and the bottom mud and the like swept up into a cake is sucked. It becomes difficult, the mud content decreases, and dredging at high concentration becomes difficult.

本発明は、かかる点に鑑みてなされたものであり、ケーシング内を圧気することなく、表層浮泥を含む薄層部分の高濃度浚渫を可能とする浚渫装置及び浚渫方法を提供することを目的とする。   The present invention has been made in view of such points, and an object thereof is to provide a dredging device and a dredging method that enables high-concentration dredging of a thin layer portion including surface layer mud without air pressure inside the casing. And

本発明は、上記課題を解決するための手段として、請求項1に記載した浚渫装置の発明は、浚渫方向前側の底面に開口を設けたケーシング内に、前記開口を通じて底泥を掻き揚げる掻揚手段と、該掻揚手段で掻き揚げられた底泥を貯留させる底泥貯留タンク部とを設け、前記底泥貯留タンク部内に、この中に貯留する底泥を攪拌して流動化させる攪拌機を配設すると共に、前記底泥貯留タンク部と配管を介して連通し前記底泥貯留タンク部内で流動化した底泥を水上へ吸い上げる排泥ポンプを備えたことを特徴とするものである。
このように構成することにより、底泥はケーシングに設けた開口から掻揚手段により掻き揚げられ、底泥貯留タンク部に貯留されると共に、この底泥貯留タンク部内の底泥、すなわちケーキ状に掻き揚げられる泥土及び泥水を攪拌機により均一に攪拌して流動化させるので、ケーシング内を圧気することなく、流動化された底泥を容易に排泥ポンプにより配管を介して水上へ吸い上げることができ、表層浮泥を含む薄層部分の高濃度浚渫が可能となる。
As a means for solving the above-mentioned problems, the present invention provides a dredge apparatus according to claim 1 in which the mud is raked up through the opening in a casing provided with an opening on the bottom surface in the dredge direction front side. And a bottom mud storage tank that stores the bottom mud that has been lifted by the lifting means, and a stirrer that stirs and fluidizes the bottom mud stored in the bottom mud storage tank. It is provided with a drainage pump that is disposed and communicates with the bottom mud storage tank part through a pipe and sucks the bottom mud fluidized in the bottom mud storage tank part onto the water.
By configuring in this way, the bottom mud is raked up by the lifting means from the opening provided in the casing and stored in the bottom mud storage tank part, and the bottom mud in the bottom mud storage tank part, i.e. in the form of cake. Since the mud and muddy water to be pumped up are uniformly stirred and fluidized by a stirrer, the fluidized bottom mud can be easily sucked up to the water through a pipe by a mud pump without pressure inside the casing. In addition, high-concentration dredging of the thin layer portion including the surface layer mud becomes possible.

また、請求項2に記載した浚渫装置の発明は、請求項1に記載の発明において、前記攪拌機は、前記底泥貯留タンク部内に浚渫方向と直交する方向に延在すると共に、この攪拌機は、モータにより回転する駆動軸と、該駆動軸の左右の所定範囲に前記駆動軸を中心に螺旋状に巻かれる羽根部とを有し、前記一方の羽根部は左巻に、前記他方の羽根部は右巻にして構成し、さらに、前記排泥ポンプに連通する配管は前記駆動軸の略中央部分が位置する前記底泥貯留タンク部に接続されることを特徴とするものである。
このように構成することにより、底泥貯留タンク部内に貯留された底泥は、左右の羽根部により均一に攪拌されて流動化されながら、左右の羽根部に沿って底泥貯留タンク部のほぼ中央部分に集められ、さらに、底泥貯留タンク部の中央部分には排泥ポンプと連通する配管が接続されているので、略中央部分に集められた底泥を、排泥ポンプにより大きな吸引力を要すことなく容易に水上に吸い上げることができる。
Further, the invention of the dredge device according to claim 2 is the invention according to claim 1, wherein the stirrer extends in the bottom mud storage tank portion in a direction perpendicular to the dredging direction, A drive shaft that is rotated by a motor; and a blade portion that is spirally wound around the drive shaft in a predetermined range on the left and right sides of the drive shaft, wherein the one blade portion is counterclockwise and the other blade portion Is configured in a right-handed manner, and further, the pipe communicating with the mud pump is connected to the bottom mud storage tank portion where the substantially central portion of the drive shaft is located.
By configuring in this way, the bottom mud stored in the bottom mud storage tank portion is substantially stirred in and fluidized by the left and right blade portions while being substantially the same as the bottom mud storage tank portion along the left and right blade portions. A pipe connected to the drainage pump is connected to the central part of the bottom mud storage tank. Can be easily sucked on the water without the need for

さらに、請求項3に記載した浚渫方法の発明は、底泥を浚渫する方法であって、底泥を掻き揚げて、排泥ポンプで水上に吸い上げる前に、前記底泥を攪拌して流動化することを特徴とするものである。
このような方法を採用することにより、掻き揚げられた底泥、すなわちケーキ状の泥土及び泥水は攪拌され流動化されると共に、水みちが形成されるのを防ぎ、流動化された底泥を容易に排泥ポンプにより水上に吸い上げることができ、表層浮泥を含む薄層部分の高濃度浚渫が可能となる。
The invention of the dredging method according to claim 3 is a method of dripping bottom mud, which is stirred and fluidized before the bottom mud is lifted and sucked up onto the water by a mud pump. It is characterized by doing.
By adopting such a method, the scraped mud, that is, the cake-like mud and mud water are stirred and fluidized, and the formation of a water channel is prevented. It can be easily sucked up onto the water by a mud pump, and high-concentration dredging of the thin layer portion including the surface layer floating mud becomes possible.

本発明の浚渫装置及び浚渫方法によれば、濁りの発生と拡散を抑えながら浚渫すべき表層浮泥を確実にケーシング内に取り込み、薄層部分の高濃度浚渫が可能となり環境上において最適である。また、従来のように、水分や浮泥が先に吸引されて、水みちが形成されるのを防ぎ、掻き揚げられたケーキ状の底泥も流動化され、容易に排泥ポンプにより水上に吸い上げることができる。   According to the dredging apparatus and dredging method of the present invention, the surface layer mud to be dredged is reliably taken into the casing while suppressing the generation and diffusion of turbidity, and high concentration dredging is possible in the thin layer portion, which is optimal in the environment. . Also, as before, moisture and floating mud are sucked first to prevent the formation of a water channel, and the cake-like bottom mud that has been fried up is fluidized and easily put on the water by a mud pump. Can suck up.

以下、本発明を実施するための最良の形態を図1〜図3に基いて詳細に説明する。
本発明の実施の形態に係る浚渫装置1は、図1に示すように、浚渫方向の前側の底面に開口2を設けたケーシング3内に設けられ、開口2を通じて底泥を掻き揚げる掻揚手段4と、ケーシング3内に設けられ、掻き揚げられた底泥を貯留する底泥貯留タンク部5と、この底泥貯留タンク部5内に設けられ、その中の底泥を攪拌し流動化させる攪拌機7と、この底泥貯留タンク部5に配管6a、6を介して連通し底泥貯留タンク部5内の流動化された底泥を水上に吸い上げる排泥ポンプ8とから概略構成されており、水底から約30cm程度の表層浮泥を含む薄層部分を高濃度で浚渫するものである。
Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to FIGS.
As shown in FIG. 1, the dredge device 1 according to the embodiment of the present invention is provided in a casing 3 provided with an opening 2 on the bottom surface on the front side in the dredging direction, and the lifting means for raking the bottom mud through the opening 2 4 and the bottom mud storage tank part 5 which is provided in the casing 3 and stores the scraped bottom mud, and is provided in the bottom mud storage tank part 5 and agitates and fluidizes the bottom mud therein. The agitator 7 and the bottom mud storage tank 5 are communicated with each other via pipes 6a and 6 and are roughly constituted by a drainage pump 8 for sucking the fluidized bottom mud in the bottom mud storage tank 5 into the water. The thin layer portion including the surface layer mud about 30 cm from the bottom of the water is dredged at a high concentration.

ケーシング3は、底面に傾斜斜面であるスロープ3cを有するケーシング本体3aと、前方側で側面視において屈曲部を有するカバー3bとから構成されている。開口2は、これらケーシング本体3aとカバー3bとを跨いで設けられ、ケーシング3の上面が水平となるように水平置きした状態において、その前縁2aがその後縁2bより高位となるように開口の向きが設定されている。   The casing 3 includes a casing body 3a having a slope 3c that is an inclined slope on the bottom surface, and a cover 3b having a bent portion in a side view on the front side. The opening 2 is provided so as to straddle the casing body 3a and the cover 3b, and in a state where the casing 3 is horizontally placed so that the upper surface of the casing 3 is horizontal, the opening 2 is positioned higher than the rear edge 2b. The direction is set.

掻揚手段4は、エンドレスに回転するチェーン10に所定のピッチで取り付けられる複数の掘削刃11と、この掘削刃11の両側に配設される側板12とから構成されている。チェーン10は、左右2条で構成され、ケーシング本体3a側に配置された左右一対の駆動スプロケット15とカバー3b側で開口2に臨んで配置された左右一対のフリーホイール17とに巻回されている。駆動スプロケット15は、その中央部にモータ(図示省略)からの回転が伝達される回転軸16が固定され、この回転軸16を介して回転自在にケーシング本体3aに支持されている。この駆動スプロケット15の回転は、チェーン10を介してフリーホイール17に伝達され、掘削刃11及び側板12は、矢印Cで示すようにチェーン10と一体に反時計回り方向に回転する。そこで、フリーホイール17は、その中央部に回転軸18が固定され、この回転軸18を介して回転自在にケーシング本体3aに支持されている。また、このフリーホイール17は、駆動スプロケット15よりも大径に形成されると共に、その回転中心が駆動スプロケット15の回転中心より下方位置に設定されており、チェーン10の下側走行面は、ケーシング3の開口2側から浚渫方向の後側に向けて上方傾斜するようになっている。   The rake means 4 includes a plurality of excavating blades 11 attached to a chain 10 that rotates endlessly at a predetermined pitch, and side plates 12 disposed on both sides of the excavating blades 11. The chain 10 is composed of two left and right strips, and is wound around a pair of left and right drive sprockets 15 arranged on the casing body 3a side and a pair of left and right free wheels 17 arranged facing the opening 2 on the cover 3b side. Yes. The drive sprocket 15 has a rotation shaft 16 to which rotation from a motor (not shown) is transmitted fixed at the center thereof, and is rotatably supported by the casing body 3 a via the rotation shaft 16. The rotation of the drive sprocket 15 is transmitted to the free wheel 17 through the chain 10, and the excavation blade 11 and the side plate 12 rotate counterclockwise integrally with the chain 10 as indicated by an arrow C. Therefore, the free wheel 17 has a rotating shaft 18 fixed at the center thereof, and is supported by the casing body 3a via the rotating shaft 18 so as to be rotatable. Further, the free wheel 17 is formed to have a larger diameter than the drive sprocket 15, and the rotation center thereof is set at a position below the rotation center of the drive sprocket 15. 3 is inclined upward from the opening 2 side toward the rear side in the saddle direction.

また、ケーシング本体3aの底面には、開口2の後縁2bからチェーン10の下側走行面と平行となるようにスロープ3cが形成されている。このスロープ3cの後端は、駆動スプロケット15の回転軸16のほぼ下方の位置となるように設定されている。   A slope 3c is formed on the bottom surface of the casing body 3a so as to be parallel to the lower running surface of the chain 10 from the rear edge 2b of the opening 2. The rear end of the slope 3c is set to be at a position substantially below the rotating shaft 16 of the drive sprocket 15.

底泥貯留タンク部5は、スロープ3cの後端から下方に段差が設けられ、略箱状に形成されており、その段差は底泥を貯留できる所定深さに設定されている。この底泥貯留タンク部5を形成する後壁5aには、図1及び図3に示すように、その幅方向(浚渫方向と直交する方向)の略中央から配管6aが延出され、この配管6aに排泥ポンプ8と連通する配管6が接続されている。この排泥ポンプ8は、図1に示すように、底泥貯留タンク部5の上方を閉鎖する上壁5bに載置されており、排泥ポンプ8から延びる配管20が船上に至っている。   The bottom mud storage tank unit 5 is provided with a step from the rear end of the slope 3c and is formed in a substantially box shape, and the step is set to a predetermined depth at which bottom mud can be stored. As shown in FIGS. 1 and 3, a pipe 6 a is extended to the rear wall 5 a forming the bottom mud storage tank portion 5 from the approximate center in the width direction (direction perpendicular to the dredging direction). A pipe 6 communicating with the mud pump 8 is connected to 6a. As shown in FIG. 1, the mud pump 8 is mounted on an upper wall 5 b that closes the upper portion of the bottom mud storage tank 5, and a pipe 20 extending from the mud pump 8 reaches the ship.

また、図1及び図2に示すように、底泥貯留タンク部5内には、底泥貯留タンク部5内の底泥を攪拌し流動化させる攪拌機7が、底泥貯留タンク部5の幅方向(浚渫方向と直交する方向)に延在し、ケーシング本体3aの両側面に支持されている。
攪拌機7は、図2に示すように、モータ21により回転する駆動軸25と、この駆動軸25の左右の所定範囲に駆動軸25を中心に螺旋状に巻かれる羽根部27、27’とから構成されている。
Further, as shown in FIGS. 1 and 2, a stirrer 7 for stirring and fluidizing the bottom mud in the bottom mud storage tank 5 is provided in the bottom mud storage tank 5. It extends in the direction (direction orthogonal to the heel direction) and is supported on both side surfaces of the casing body 3a.
As shown in FIG. 2, the stirrer 7 includes a drive shaft 25 rotated by a motor 21, and blade portions 27 and 27 ′ spirally wound around the drive shaft 25 in a predetermined range on the left and right sides of the drive shaft 25. It is configured.

駆動軸25は、図2に示すように、モータ21の出力軸と連結部22において連結されており、その両端には軸受部23、23が設けられている。この駆動軸25には、その周面から軸断面視において周方向に90°間隔(図2(b)参照)、かつ平面視において軸方向に所定間隔(図2(a)参照)をおいて、複数のシャフト26が突設されている。また、駆動軸25には、モータ21側の所定範囲に、駆動軸25を中心に左巻の螺旋状に巻かれた板状の羽根部27が複数のシャフト26の側面に支持されている。一方、モータ21側と反対側の所定範囲には、駆動軸25を中心に右巻の螺旋状に巻かれた板状の羽根部27’が複数のシャフト26の側面に支持されている。このように構成することにより、駆動軸25を矢印B方向に回転すると、底泥は左右の羽根部27、27’により攪拌されて流動化されながら、駆動軸25の中央に向って移動するようになる。   As shown in FIG. 2, the drive shaft 25 is connected to the output shaft of the motor 21 at a connecting portion 22, and bearing portions 23 and 23 are provided at both ends thereof. The drive shaft 25 is spaced from the circumferential surface by 90 ° in the circumferential direction in the axial sectional view (see FIG. 2B) and at a predetermined interval in the axial direction in the plan view (see FIG. 2A). A plurality of shafts 26 are protruded. Further, on the drive shaft 25, plate-like blade portions 27 wound in a left-handed spiral around the drive shaft 25 are supported on the side surfaces of the plurality of shafts 26 in a predetermined range on the motor 21 side. On the other hand, in a predetermined range opposite to the motor 21 side, plate-like blade portions 27 ′ wound in a right-handed spiral around the drive shaft 25 are supported on the side surfaces of the plurality of shafts 26. With this configuration, when the drive shaft 25 is rotated in the direction of the arrow B, the bottom mud moves toward the center of the drive shaft 25 while being stirred and fluidized by the left and right blade portions 27 and 27 ′. become.

そこで、この攪拌機7が底泥貯留タンク部5内に装着されると、駆動軸25において羽根部27、27’及びシャフト26が形成されていない略中央部分の後方に、底泥貯留タンク部5の後壁5aに設けた配管6aが位置することになる。
なお、駆動軸25に設けた複数のシャフト26間には、底泥の攪拌効果を上げるために、図2(a)の一点鎖線で示すように、先端に攪拌板30を装着したシャフト31を設ける場合もある。
Therefore, when the stirrer 7 is mounted in the bottom mud storage tank 5, the bottom mud storage tank 5 is located behind the substantially central portion where the blades 27, 27 ′ and the shaft 26 are not formed on the drive shaft 25. The pipe 6a provided on the rear wall 5a is located.
In addition, in order to increase the stirring effect of the bottom mud between the plurality of shafts 26 provided on the drive shaft 25, as shown by a one-dot chain line in FIG. Sometimes it is provided.

次に、本発明の実施の形態に係る浚渫装置1の作用を説明する。
本発明の浚渫装置1は、浚渫船(図示省略)から延ばしたラダー(図示省略)に吊下支持されており、ラダーを操作して浚渫装置1を底泥上に着底させ、駆動スプロケット15を回転させるモータ(図示省略)、排泥ポンプ8及び攪拌機7を起動させながら、浚渫装置1を浚渫方向へ所定の速度で移動させ、水底から約30cm程度の表層浮泥を含む薄層部分を高濃度で浚渫する。
そして、底泥は、掻揚手段4である掘削刃11及び側板12により掻き揚げられ、掻き揚げられた底泥は、チェーン10の回転方向(反時計回り方向)に掘削刃11と共にスロープ3cに沿って移送され、スロープ3cの後端から落下して底泥貯留タンク部5に貯留される。そして、底泥貯留タンク部5内に貯留された底泥は、攪拌機7を構成する羽根部27、27’がB方向に回転することによって、均一に攪拌され流動化されると共に、底泥貯留タンク部5の幅方向の略中央部分に集められ、略中央部分に集められた底泥は排泥ポンプ8の吸引力により、底泥貯留タンク部5の後壁5aの略中央に設けた配管6aから配管6、20を経由して水上まで圧送される。
Next, the operation of the scissor device 1 according to the embodiment of the present invention will be described.
The dredging device 1 of the present invention is suspended and supported by a ladder (not shown) extending from a dredger (not shown). The dredging device 1 is settled on the bottom mud by operating the ladder, and the drive sprocket 15 is installed. While starting the rotating motor (not shown), the mud pump 8 and the stirrer 7, the dredging device 1 is moved in the dredging direction at a predetermined speed, and the thin layer portion including the surface floating mud about 30 cm from the bottom of the water is raised. Hesitate with concentration.
Then, the bottom mud is lifted up by the excavating blade 11 and the side plate 12 which are the lifting means 4, and the raised bottom mud is moved to the slope 3 c together with the excavating blade 11 in the rotation direction of the chain 10 (counterclockwise direction). Then, it is dropped from the rear end of the slope 3c and stored in the bottom mud storage tank 5. The bottom mud stored in the bottom mud storage tank 5 is uniformly agitated and fluidized as the blade portions 27 and 27 ′ constituting the stirrer 7 rotate in the B direction, and the bottom mud is stored. The bottom mud collected at the substantially central portion in the width direction of the tank portion 5 and collected at the substantially central portion is provided at the substantially central portion of the rear wall 5a of the bottom mud storage tank portion 5 by the suction force of the mud pump 8. It is pumped from 6a to the water via pipes 6 and 20.

以上説明したように、本発明の浚渫装置及び浚渫方法によれば、掻揚手段4によって掻き揚げられた底泥は、チェーン10と共に回転する掘削刃11によってスロープ3cに沿って底泥貯留タンク部5まで移送される。そして、底泥貯留タンク部5内に貯留された底泥、すなわちケーキ状の泥土や泥水は、攪拌機7によって均一に攪拌されて流動化されると共に、底泥貯留タンク部5の略中央部分に集められ、排泥ポンプ8の吸引力によって底泥貯留タンク部5の略中央部分に設けた配管6aから配管6、20を通じて水上に吸い上げられる。
このように、ケーシング3内を圧気することなく、掻き揚げられた底泥を流動化させると共に、底泥貯留タンク部5の略中央部分に設けた配管6a付近に集め、排泥ポンプ8により大きな吸引力を要すことなく容易に吸い上げることができるので、濁りの発生と拡散を抑えながら富栄養化物質である窒素、リン等を最も多く含む浮泥を確実にケーシング3内へ取り込み、薄層部分の高濃度浚渫(含泥率50%以上)が可能となり、環境上において最適である。
As described above, according to the dredging apparatus and dredging method of the present invention, the bottom mud that has been lifted up by the lifting means 4 is moved along the slope 3c by the excavating blade 11 that rotates together with the chain 10 to the bottom mud storage tank section. It is transferred to 5. And the bottom mud stored in the bottom mud storage tank 5, that is, the cake-like mud and mud are uniformly stirred and fluidized by the stirrer 7, and at the substantially central portion of the bottom mud storage tank 5. Collected and sucked up onto the water through the pipes 6 and 20 from the pipe 6 a provided at the substantially central portion of the bottom mud storage tank 5 by the suction force of the mud pump 8.
In this way, the crushed bottom mud is fluidized without being pressurized in the casing 3, and is collected in the vicinity of the pipe 6 a provided in the substantially central portion of the bottom mud storage tank 5, and is larger by the mud pump 8. Since it can be sucked up easily without the need for suction, the mud containing the most eutrophication substances such as nitrogen and phosphorus is reliably taken into the casing 3 while suppressing the generation and diffusion of turbidity. High concentration of soot (partial mud content of 50% or more) is possible, which is optimal in the environment.

図1は、本発明の実施の形態に係る浚渫装置を示す図である。FIG. 1 is a diagram showing a scissor device according to an embodiment of the present invention. 図2の(a)は、本発明の実施の形態に係る浚渫装置の構成である攪拌機を示す図であり、(b)は攪拌機の羽根部を示す断面図である。(A) of FIG. 2 is a figure which shows the stirrer which is a structure of the dredge apparatus which concerns on embodiment of this invention, (b) is sectional drawing which shows the blade | wing part of a stirrer. 図3は、図1のA−A方向から見た図である。FIG. 3 is a view as seen from the AA direction of FIG.

符号の説明Explanation of symbols

1 浚渫装置
2 開口
3 ケーシング
3a ケーシング本体
3c スロープ
4 掻揚手段
5 底泥貯留タンク部
7 攪拌機
8 排泥ポンプ
10 チェーン
11 掘削刃
12 側板
25 駆動軸
21 モータ
27、27’ 羽根部
DESCRIPTION OF SYMBOLS 1 Dredge apparatus 2 Opening 3 Casing 3a Casing main body 3c Slope 4 Lifting means 5 Bottom mud storage tank part 7 Stirrer 8 Mud pump 10 Chain 11 Excavation blade 12 Side plate 25 Drive shaft 21 Motor 27, 27 'Blade | wing part

Claims (3)

浚渫方向前側の底面に開口を設けたケーシング内に、前記開口を通じて底泥を掻き揚げる掻揚手段と、該掻揚手段で掻き揚げられた底泥を貯留させる底泥貯留タンク部とを設け、前記底泥貯留タンク部内に、この中に貯留する底泥を攪拌して流動化させる攪拌機を配設すると共に、前記底泥貯留タンク部と配管を介して連通し前記底泥貯留タンク部内で流動化した底泥を水上へ吸い上げる排泥ポンプを備えたことを特徴とする浚渫装置。 In the casing provided with an opening on the bottom surface on the front side in the dredging direction, there is provided a lifting means that lifts the bottom mud through the opening, and a bottom mud storage tank portion that stores the bottom mud that has been lifted by the lifting means, A stirrer that stirs and fluidizes the bottom mud stored therein is disposed in the bottom mud storage tank, and communicates with the bottom mud storage tank through a pipe and flows in the bottom mud storage tank. A dredging device equipped with a mud pump that sucks the bottom mud into water. 前記攪拌機は、前記底泥貯留タンク部内に浚渫方向と直交する方向に延在すると共に、この攪拌機は、モータにより回転する駆動軸と、該駆動軸の左右の所定範囲に前記駆動軸を中心に螺旋状に巻かれる羽根部とを有し、前記一方の羽根部は左巻に、前記他方の羽根部は右巻にして構成し、さらに、前記排泥ポンプに連通する配管は前記駆動軸の略中央部分が位置する前記底泥貯留タンク部に接続されることを特徴とする請求項1に記載の浚渫装置。 The stirrer extends in the bottom mud storage tank portion in a direction perpendicular to the dredging direction, and the stirrer has a drive shaft that is rotated by a motor and a predetermined range on the left and right sides of the drive shaft around the drive shaft. A blade portion wound spirally, the one blade portion is configured to be left-handed, the other blade portion is configured to be right-handed, and the pipe communicating with the mud pump is connected to the drive shaft. The dredging device according to claim 1, wherein the dredging device is connected to the bottom mud storage tank portion where the substantially central portion is located. 底泥を浚渫する方法であって、底泥を掻き揚げて、排泥ポンプで水上に吸い上げる前に、前記底泥を攪拌して流動化することを特徴とする浚渫方法。
A method for dredging bottom mud, wherein the bottom mud is stirred and fluidized before the bottom mud is raked up and sucked onto the water by a drainage pump.
JP2003427928A 2003-12-24 2003-12-24 Dredge equipment Expired - Fee Related JP4348687B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003427928A JP4348687B2 (en) 2003-12-24 2003-12-24 Dredge equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003427928A JP4348687B2 (en) 2003-12-24 2003-12-24 Dredge equipment

Publications (2)

Publication Number Publication Date
JP2005188057A true JP2005188057A (en) 2005-07-14
JP4348687B2 JP4348687B2 (en) 2009-10-21

Family

ID=34787062

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003427928A Expired - Fee Related JP4348687B2 (en) 2003-12-24 2003-12-24 Dredge equipment

Country Status (1)

Country Link
JP (1) JP4348687B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007070988A (en) * 2005-09-09 2007-03-22 Tomac:Kk Pump-dredging method
KR101012750B1 (en) 2010-04-16 2011-02-09 김동희 Dredging apparatus
CN102383450A (en) * 2011-12-07 2012-03-21 中国船舶重工集团公司第七�三研究所 Reamer for cutter-suction dredger
JP2014201879A (en) * 2013-04-01 2014-10-27 東洋建設株式会社 Floating mud recovery system and floating mud recovery method
JP5660354B1 (en) * 2014-01-22 2015-01-28 東洋建設株式会社 Underwater work system and underwater work method
JP2015117988A (en) * 2013-12-18 2015-06-25 株式会社カミバヤシ Decontamination treatment method for radioactive materials
CN112127403A (en) * 2020-09-20 2020-12-25 国网湖北省电力有限公司电力科学研究院 Dredging device for hydraulic engineering

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007070988A (en) * 2005-09-09 2007-03-22 Tomac:Kk Pump-dredging method
KR101012750B1 (en) 2010-04-16 2011-02-09 김동희 Dredging apparatus
CN102383450A (en) * 2011-12-07 2012-03-21 中国船舶重工集团公司第七�三研究所 Reamer for cutter-suction dredger
CN102383450B (en) * 2011-12-07 2013-08-28 中国船舶重工集团公司第七�三研究所 Reamer for cutter-suction dredger
JP2014201879A (en) * 2013-04-01 2014-10-27 東洋建設株式会社 Floating mud recovery system and floating mud recovery method
JP2015117988A (en) * 2013-12-18 2015-06-25 株式会社カミバヤシ Decontamination treatment method for radioactive materials
JP5660354B1 (en) * 2014-01-22 2015-01-28 東洋建設株式会社 Underwater work system and underwater work method
CN112127403A (en) * 2020-09-20 2020-12-25 国网湖北省电力有限公司电力科学研究院 Dredging device for hydraulic engineering

Also Published As

Publication number Publication date
JP4348687B2 (en) 2009-10-21

Similar Documents

Publication Publication Date Title
EP0587256B1 (en) Dredging apparatus
JP6590143B2 (en) underwater pump
JP6456007B1 (en) Stirring separation type suction device, stirring separation type suction system and stirring separation type suction method
JP4348687B2 (en) Dredge equipment
JP2008031745A (en) High concentration dredging apparatus
JP3419731B2 (en) Excess liquid stirring suction device
JP2009150377A (en) Submerged pump
JP5618392B1 (en) Fluid stirring device and sand pump using the same
CN111097593A (en) Sand making and washing combined all-in-one machine
JPH09144057A (en) Dredging method of water channel
JP4521139B2 (en) Submarine sediment transport device
CN212899001U (en) High-efficient wear-resisting dive sediment outflow pump
JP6240845B2 (en) Mud drainer
JP2793051B2 (en) Underwater traveling dredging equipment
JP2659015B2 (en) Dredging equipment
JPS6073922A (en) Dredging method for settled mud
JP3072065U (en) Excess liquid stirring suction device
JPH0853854A (en) Device for removing and recovering sludge on bottom of reservoir or the like
JPH0819695B2 (en) High-concentration dredging and discharging device
JPH0720197Y2 (en) Dredging device
JPS6073920A (en) Settled-mud dredger
JPH04277227A (en) Dredging device
JPH02157330A (en) Dredging device
JPH08232293A (en) High-concentration dredging device
JP2006161297A (en) Collecting treatment method of deposited sediment in dam

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20061106

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090318

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090512

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20090701

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20090709

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120731

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4348687

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120731

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130731

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees