JPH09177057A - Method of treating water sediment, and device therefor - Google Patents

Method of treating water sediment, and device therefor

Info

Publication number
JPH09177057A
JPH09177057A JP7340147A JP34014795A JPH09177057A JP H09177057 A JPH09177057 A JP H09177057A JP 7340147 A JP7340147 A JP 7340147A JP 34014795 A JP34014795 A JP 34014795A JP H09177057 A JPH09177057 A JP H09177057A
Authority
JP
Japan
Prior art keywords
end opening
opening frame
wall
opened frame
frame
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
JP7340147A
Other languages
Japanese (ja)
Inventor
Mitsuru Kawada
充 川田
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.)
FUROO TECHNO KK
MABETSUKU KK
Original Assignee
FUROO TECHNO KK
MABETSUKU KK
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 FUROO TECHNO KK, MABETSUKU KK filed Critical FUROO TECHNO KK
Priority to JP7340147A priority Critical patent/JPH09177057A/en
Publication of JPH09177057A publication Critical patent/JPH09177057A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Landscapes

  • Farming Of Fish And Shellfish (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate the crushing work for water sediment by partitioning the inner part of a lower end-opened frame by a partitioning wall, settling it to partition and enclose a prescribed range, and injecting high pressure jets from injection nozzles provided on the inner wall of the lower end-opened frame so as to be crossed and opposed. SOLUTION: A lower end-opened frame 1 made into a box is formed of three sections of lower end-opened frame units 1a, 1b, 1c. The partitioning wall 2 of the lower end-opened frame 1 has a notch 21 on the lower end, and a tip 2 on the lower end-opened frame 11 lower end is formed so as to be easily bitten and fitted into a sediment layer. Further, the partitioning tip 22 has a force feed pipe 3 of high pressure fluid along the wall surface, and a lower injection nozzle 31 is arranged on the lower end, so that the fluid is injected downward to fit the lower end-opened frame 1 while crushing and excavating the sediment layer, when the lower end opened frame 1 is lowered and fitted to the sediment layer. A vibration generator 5 is arranged on the upper part of the fitted partitioning wall, so that a vibration is imparted to the sediment layer fitting end to promote the smooth advance of the frame body into the sediment layer.

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、水中に堆積した牡
蠣殻、貝殻、死珊瑚の残骸など、硬質で脆い塊状の水中
堆積物の処理方法とその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 method and an apparatus for treating hard and brittle massive underwater deposits such as oyster shells, shells and remains of dead coral deposited in water.

【0002】[0002]

【従来の技術】従来、この種の水中堆積物の処理につい
ては、クラブバケット船で運搬船上に掬い上げ、深海域
に投棄する処理方法が行われてきたが、最近、下端を開
口した筒体の下端部に下向きの高圧水噴射ノズルと攪拌
羽根を設け、上部から懸垂して堆積層上に下降させ、高
圧水と攪拌羽根の回転によって堆積物を破砕処理する方
法(特公平3ー8737)が行われるようになった。
2. Description of the Related Art Conventionally, for this type of underwater sediment treatment, a method of scooping up on a carrier by a club bucket ship and dumping it in the deep sea has been performed. A method of disposing a high-pressure water jet nozzle and a stirring blade downward at the lower end of the tank, suspending it from above and descending onto the sedimentary layer, and crushing the sediment by rotating the high-pressure water and the stirring blade (Japanese Patent Publication No. 3-8737) Began to take place.

【0003】この処理方法は、内部に攪拌羽根の回転軸
管を支持した懸垂筒を堆積層に到達させ、回転軸管を回
転させると同時に軸管に設けた下向ノズルから高圧水を
噴出させると噴出高圧水も軸管の回転に伴って回動し下
方の堆積層を砕片に破砕するものである。
[0003] In this treatment method, a suspension cylinder in which a rotary shaft tube of a stirring blade is supported reaches a deposition layer, and the rotary shaft tube is rotated. At the same time, high-pressure water is jetted from a downward nozzle provided in the shaft tube. The jetted high-pressure water also rotates with the rotation of the shaft tube, and breaks the lower sedimentary layer into fragments.

【0004】[0004]

【発明が解決しようとする課題】しかし、攪拌羽根の回
転による処理方法は懸垂筒の内部に回動装置、減速機、
軸受機構といった重量のある機器を支持しなければなら
ず、水中においてこれらの機構を保護するギヤケースシ
ールの問題や油漏れによる汚染、機器の磨耗といった問
題を避けて通ることができない。
However, the processing method based on the rotation of the stirring blade includes a rotating device, a reduction gear,
Heavy equipment, such as bearing mechanisms, must be supported and cannot be avoided in water to avoid problems such as gear case seals protecting these mechanisms, contamination by oil leaks, and equipment wear.

【0005】また、機械攪拌が中心となっているので、
同時施工面積を大きくするためには油圧装置を大型化す
るほかはなく、攪拌翼の振れによるギヤケース内の油漏
れ対策や整備費用の増大といった問題によって同時施工
面積は限界づけられる。
Since mechanical stirring is the main focus,
The only way to increase the simultaneous construction area is to increase the size of the hydraulic system. However, the simultaneous construction area is limited by problems such as measures against oil leakage in the gear case due to run-out of the stirring blades and an increase in maintenance costs.

【0006】[0006]

【課題を解決するための手段】本発明は、以上の如き問
題点に対処するもので、下端開口枠を沈降させて所定範
囲を区画包囲し、下端開口枠の内壁に配設した噴射ノズ
ルから高圧噴流を交錯対向させて噴射することにより、
包囲区画内に攪拌噴流を発生させて区画内の水中堆積物
を破砕処理するものである。
Means for Solving the Problems The present invention addresses the above-mentioned problems, in which a lower end opening frame is settled to enclose and surround a predetermined range, and an injection nozzle is provided on the inner wall of the lower end opening frame. By injecting high-pressure jets in a crossed and opposed manner,
A stirring jet flow is generated in the surrounding compartment to crush the underwater sediment in the compartment.

【0007】また、下端開口枠の内部を区画壁によって
区画し、各区画壁の内部に交錯対向方向に噴射する複数
の噴射ノズルを設けるとともに、下端開口枠を、組み合
わせ又は接合ユニットによって合成構成するようにし
て、同時施工面積を飛躍的に拡張できるようにした。
Further, the inside of the lower end opening frame is partitioned by partition walls, and a plurality of injection nozzles for spraying in the intersecting and opposing directions are provided inside each partition wall, and the lower end opening frame is composed by combining or joining units. In this way, the simultaneous construction area can be dramatically expanded.

【0008】更に、下端開口枠を函体に構成し、嵌入区
画壁の上部に振動発生機を備えるようにして下端開口枠
の沈降を嵌入区画壁下端からの下方噴射と振動発生機に
よる嵌入区画壁の発振作動により区画壁が積極的に堆積
層に嵌入して行くように構成した。
Further, the lower end opening frame is formed as a box, and a vibration generator is provided on the upper part of the fitting partition wall so that the lower end opening frame is settled down by injection from the lower end of the fitting partition wall and the fitting partition by the vibration generator. The partition wall is configured to be positively inserted into the deposition layer by the oscillation operation of the wall.

【0009】[0009]

【発明の実施の形態】以下、図面に従って本発明の実施
の形態を説明する。1は函体に構成された下端開口枠
で、ユニット1a、1b、1cを現場で接合して3つに区画し
て構成されており、1aの1b側区画壁、1bの1c側区画壁は
共通するので、接合前はどちらかのユニットの区画壁が
切欠した状態となっており、接合によってどちらかのユ
ニットの区画壁が共通壁となるように構成される。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes a lower end opening frame configured in a box body, which is configured by joining units 1a, 1b, and 1c on site and dividing into three parts. The 1b side partition wall of 1a and the 1c side partition wall of 1b are Since they are common, the partition walls of either unit are cut out before joining, and the partition walls of either unit are configured to become common walls by joining.

【0010】なお、ユニット構成については、上記のよ
うな構成を採らずに函体を単純に並べても良いことは勿
論であり、共通壁部分を二重にしたまま接合すれば、重
量的には重くなるが接合が自由になり、接合作業も簡単
になる利点がある。
Regarding the unit structure, it goes without saying that the boxes may be simply arranged without adopting the above-mentioned structure, and if the common wall parts are joined while being doubled, the weight is reduced. Although it is heavy, there is an advantage that the joining is free and the joining work is easy.

【0011】また、下端開口枠のユニット1a、1b、1c
は、更に小型化して1d、1e、1f、1g、と縦横に連接して
1つの合成函体に構成することにより、破砕作動をきめ
細かく行うことができる。
Further, the units 1a, 1b, 1c of the lower end opening frame
By further downsizing and composing 1d, 1e, 1f, and 1g vertically and horizontally to form one composite box, the crushing operation can be performed finely.

【0012】下端開口枠1の区画壁2は、その下端に切
れ込み21が設けられ、これによって形成される尖端22が
堆積物層Aにくい込み嵌入されるように構成されてい
る。
The partition wall 2 of the lower end opening frame 1 is provided with a notch 21 at its lower end, and a tip 22 formed by this is inserted so that the deposit layer A is hard to be inserted.

【0013】更に、区画壁尖端22には、壁面に沿って配
管された高圧流体の圧送管3に設けられた下方噴射ノズ
ル31が開口し、下端開口枠1の堆積物層Aへの下降嵌入
時に下方噴射によって堆積物層を破砕掘削しながら下端
開口枠を嵌入する。
Further, at the tip of the partition wall 22, a lower injection nozzle 31 provided in the high-pressure fluid pressure-feeding pipe 3 piped along the wall surface is opened, and the lower end opening frame 1 is downwardly fitted into the deposit layer A. Sometimes the lower end opening frame is inserted while crushing and excavating the sediment layer by downward injection.

【0014】また、嵌入区画壁の上部には振動発生機5
が備えられ、下端開口枠1の下降嵌入時に堆積物層嵌入
端に振動を与えて堆積物層Aへの枠体の円滑な進入を促
進するようになっている。
Further, a vibration generator 5 is provided above the fitting partition wall.
Is provided, and when the lower end opening frame 1 is downwardly fitted, vibration is applied to the deposit layer fitting end to promote smooth entry of the frame body into the deposit layer A.

【0015】下端開口枠1の内部には、高圧ポンプ7か
らの高圧流体を切替え機構7によって切替え供給される
圧送管3と圧送管4の2系統の圧送管が壁面に沿って配
設され、圧送管3の系統は前記区画壁尖端22に開口する
下方噴射ノズル31、31・・に接続し、圧送管4の系統は
枠体1の対向する区画壁2a、2bの開口下縁部に設定され
内側の交錯対向方向に開口する破砕ノズル41、41・・に
接続する。
Inside the lower end opening frame 1, two systems of pressure feed pipes, a pressure feed pipe 3 and a pressure feed pipe 4 to which the high pressure fluid from the high pressure pump 7 is switched and supplied by a switching mechanism 7 are arranged along the wall surface, The system of the pressure-feeding pipe 3 is connected to the lower injection nozzles 31, 31 ... Opening to the tip 22 of the partition wall, and the system of the pressure-feeding pipe 4 is set at the lower edge of the opening of the opposing partition walls 2a, 2b of the frame 1. .. connected to the crushing nozzles 41, 41 ..

【0016】下端開口枠の上部は台船Sなどに積載され
たクレーンなどの懸垂機構Pによって懸垂され昇降する
懸垂構造6に構成され、水中堆積物層の上部から堆積物
層上に懸垂されるようになっている。
The upper portion of the lower end opening frame is constructed as a suspension structure 6 which is suspended and lifted by a suspension mechanism P such as a crane loaded on a ship S or the like, and suspended from the upper portion of the underwater sediment layer onto the sediment layer. It is like this.

【0017】以上のように構成された処理装置を懸垂機
構Pによって水中堆積物層Aの上に懸垂し、水中に沈降
させて堆積物層Aに到達したところで、振動発生機5に
よって下端開口枠1の堆積物層嵌入端に振動を与えなが
ら、下方噴射ノズル31から高圧水流を噴射して堆積物を
破砕し枠体を堆積物層Aに進入れさせ、堆積物層の所定
範囲を枠内に区画包囲する。
The processing apparatus configured as described above is suspended by the suspension mechanism P on the underwater sediment layer A, and when it is allowed to settle in the water and reaches the sediment layer A, the vibration generator 5 is used to open the lower end opening frame. While vibrating the deposit layer insertion end of No. 1, the high-pressure water stream is jetted from the lower jet nozzle 31 to crush the deposit and advance the frame body into the deposit layer A, and the predetermined range of the deposit layer is within the frame. Enclose the compartment.

【0018】この懸垂沈降作業は、幅4メートル・長さ
6メートル程度の3区画下端開口枠の場合で、重量15
屯、牡蠣殻による堆積物層上での接地圧5.3 kg/cm2、下
方噴射ノズル31からの高圧水流は振動を与えながらの50
kgf/cm2 で区画包囲のための沈降ができた。
This suspended settling work is performed in the case of a 3-compartment lower end opening frame having a width of 4 meters and a length of 6 meters, and a weight of 15
Ground pressure of 5.3 kg / cm 2 on the sediment layer due to tons and oyster shells, and the high-pressure water flow from the lower injection nozzle 31 is 50
Sedimentation for enclosure of the compartment was possible at kgf / cm 2 .

【0019】区画包囲のための函体沈降を完了すると、
高圧ポンプ7からの高圧水流を切替え機構8によって圧
送管3から圧送管4の系統に切替え供給して噴射ノズル
41から噴射し、包囲区画内の堆積物を破砕攪拌して行く
ものである。なお、この切替え作動は必ずしも行う必要
はなく、場合によっては下方噴射と破砕噴射を一斉に行
っても良い。
Upon completion of the box settling for compartment enclosing,
The high-pressure water flow from the high-pressure pump 7 is switched by the switching mechanism 8 to the system of the pressure-feeding pipe 3 and the pressure-feeding pipe 4, and is supplied to the injection nozzle.
It is sprayed from 41 and crushes and stirs the deposits in the surrounding area. Note that this switching operation does not necessarily have to be performed, and in some cases, downward injection and crushing injection may be performed simultaneously.

【0020】この場合の破砕ノズル41からの高圧水流は
150kgf/cm2、 800L/mimで、ノズルは4φのもの8穴を
1区画壁内に設けて約1分間施工したところ、ほぼ完全
な堆積物の破砕攪拌が行われた。
The high pressure water flow from the crushing nozzle 41 in this case is
When 150 kgf / cm 2 , 800 L / mim and 8 holes with 4φ nozzles were installed in one partition wall for about 1 minute, almost complete crushing and stirring of the deposit was performed.

【0021】包囲区画内の堆積物破砕攪拌は、圧送管4
の系統に設定した自動切替え弁により、先ず下端開口枠
ユニット1a内の噴射ノズル41が噴射作動し、1a内の破砕
攪拌を完了すると、1b、1bを完了すると、1cと順次包囲
区画内の堆積物破砕攪拌が行われて行くようになってい
る。
The crushing and stirring of the sediment in the surrounding compartment is carried out by the pressure pipe 4.
By the automatic switching valve set to the system, first, the injection nozzle 41 in the lower end opening frame unit 1a is operated to inject, and when the crushing and stirring in 1a is completed, 1b and 1b are completed, 1c and the deposition in the surrounding compartment are sequentially The crushing and stirring of the material is carried out.

【0022】この自動切替え弁による順次施工は必要に
応じて行うものであり、施工状況によっては高圧ポンプ
の圧力を高めて全区画一斉に破砕噴射を行い、一挙に広
範な堆積物層の破砕処理を行うこともできる。
Sequential construction by this automatic switching valve is carried out as necessary, and depending on the construction situation, the pressure of the high-pressure pump is increased to carry out spalling injection in all sections at once, thus spalling a wide range of sediment layers at once. You can also do

【0023】下端開口枠で、ユニット1a、1b、1c包囲区
画内の堆積物破砕攪拌を完了すると、下端開口枠1を懸
垂機構Pによって引揚げ、更に隣接区画に下端開口枠1
を沈降させて同様の施工を行って水中堆積物の処理を行
っていくものである。
When the crushing and stirring of the deposits in the surrounding compartments of the units 1a, 1b, 1c are completed by the lower end opening frame, the lower end opening frame 1 is lifted up by the suspension mechanism P, and further the lower end opening frame 1 is placed in the adjacent compartment.
Is settled and the same construction is performed to treat the underwater sediment.

【0024】[0024]

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

【図1】本発明実施例による水中堆積物の処理施工状況
を示す全体側面図
FIG. 1 is an overall side view showing an underwater sediment processing state according to an embodiment of the present invention.

【図2】下端開口枠をユニット合成した状況を示す斜視
FIG. 2 is a perspective view showing a situation in which a lower end opening frame is unit-combined.

【図3】1区画壁内の破砕ノズルの噴射状況を示す斜視
FIG. 3 is a perspective view showing a spraying state of a crushing nozzle in one partition wall.

【図4】区画壁により区画した下端開口枠の縦断側面図FIG. 4 is a vertical sectional side view of a lower end opening frame partitioned by a partition wall.

【図5】下端開口枠のユニット構成を小型化して縦横に
連接して1つの合成函体に構成した状態を示す下端開口
枠の底面図
FIG. 5 is a bottom view of the lower end opening frame showing a state in which the unit structure of the lower end opening frame is downsized and connected vertically and horizontally to form a single composite box.

【符号の説明】[Explanation of symbols]

1 下端開口枠 1a、1b、1c 下端開口枠ユニット 2 下端開口枠の区画壁 2a、2b 枠体の対向する区画壁 21 下端開口枠の下端切れ込み 22 下端開口枠の下端尖端部 3 下方噴射ノズルへの高圧流体圧送管 31 下方噴射ノズル 4 破砕ノズルへの高圧流体圧送管 41 破砕ノズル 5 振動発生機 6 下端開口枠の懸垂構造 7 高圧ポンプ 8 高圧水流切替え機構 A 堆積物層 G 水面 P 懸垂機構 S 台船 1 lower end opening frame 1a, 1b, 1c lower end opening frame unit 2 lower end opening frame partition walls 2a, 2b opposing partition walls 21 lower end opening frame lower end slit 22 lower end opening frame lower end tip 3 to lower injection nozzle High pressure fluid pressure feeding pipe 31 Lower injection nozzle 4 High pressure fluid pressure feeding pipe to crushing nozzle 41 Crushing nozzle 5 Vibration generator 6 Suspended structure of lower end opening frame 7 High pressure pump 8 High pressure water flow switching mechanism A Sediment layer G Water surface P Suspension mechanism S Barge

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 水中堆積物層の上部から下端開口枠を沈
降させて所定範囲を区画包囲し、下端開口枠の内壁に配
設した噴射ノズルから高圧噴流を交錯対向させて噴射す
ることにより、包囲区画内の水中堆積物を破砕処理する
ことを特徴とする水中堆積物の処理方法
1. A lower end opening frame is settled from an upper part of an underwater sediment layer to partition and surround a predetermined range, and high-pressure jet streams are cross-faced and jetted from jet nozzles arranged on the inner wall of the lower-end opening frame. A method for treating underwater sediments, characterized by crushing the underwater sediments in the enclosed area
【請求項2】 上部に懸垂機構を設けた下端開口枠の内
壁に内側の交錯対向方向に噴射する複数の噴射ノズルを
設けるとともに、下端縁に下方噴射ノズルを設定したこ
とを特徴とする水中堆積物の処理装置
2. An underwater deposition characterized in that a plurality of injection nozzles for injecting inward and inward are provided on the inner wall of a lower end opening frame provided with a suspending mechanism at the upper part, and a lower injection nozzle is set at the lower end edge. Object processing equipment
【請求項3】 下端開口枠の内部を区画壁によって区画
し、各区画壁の内部に交錯対向方向に噴射する複数の噴
射ノズルを設けた請求項2記載の水中堆積物の処理装置
3. The apparatus for treating underwater sediment according to claim 2, wherein the interior of the lower end opening frame is partitioned by partition walls, and a plurality of spray nozzles for spraying in mutually intersecting directions are provided inside each partition wall.
【請求項4】 下端開口枠を、組み合わせ又は接合ユニ
ットによって合成構成するようにした請求項3記載の水
中堆積物の処理装置
4. The apparatus for treating underwater sediment according to claim 3, wherein the lower end opening frame is constructed by combining or joining units.
【請求項5】 下端開口枠を函体に構成し、嵌入区画壁
の上部に振動発生機を備えるようにした請求項2、また
は請求項3、または請求項4記載の水中堆積物の処理装
5. The apparatus for treating underwater sediment according to claim 2, 3, or 4, wherein the lower end opening frame is configured as a box body, and a vibration generator is provided above the fitting partition wall.
JP7340147A 1995-12-27 1995-12-27 Method of treating water sediment, and device therefor Pending JPH09177057A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7340147A JPH09177057A (en) 1995-12-27 1995-12-27 Method of treating water sediment, and device therefor

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Application Number Priority Date Filing Date Title
JP7340147A JPH09177057A (en) 1995-12-27 1995-12-27 Method of treating water sediment, and device therefor

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JPH09177057A true JPH09177057A (en) 1997-07-08

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JP7340147A Pending JPH09177057A (en) 1995-12-27 1995-12-27 Method of treating water sediment, and device therefor

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006200168A (en) * 2005-01-19 2006-08-03 Taisei Corp Method and system for removing sediment from dam

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06506030A (en) * 1990-02-05 1994-07-07 アンダーウォーター.エクスキャベイション.リミテッド Improvement of underwater drilling equipment or related matters

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06506030A (en) * 1990-02-05 1994-07-07 アンダーウォーター.エクスキャベイション.リミテッド Improvement of underwater drilling equipment or related matters

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006200168A (en) * 2005-01-19 2006-08-03 Taisei Corp Method and system for removing sediment from dam
JP4594748B2 (en) * 2005-01-19 2010-12-08 大成建設株式会社 Dam sediment removal support method and dam sediment removal support system

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