JPS5918826A - Excavation by dredger - Google Patents

Excavation by dredger

Info

Publication number
JPS5918826A
JPS5918826A JP12674982A JP12674982A JPS5918826A JP S5918826 A JPS5918826 A JP S5918826A JP 12674982 A JP12674982 A JP 12674982A JP 12674982 A JP12674982 A JP 12674982A JP S5918826 A JPS5918826 A JP S5918826A
Authority
JP
Japan
Prior art keywords
ladder
water
tip
dredger
coagulant
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
JP12674982A
Other languages
Japanese (ja)
Inventor
Hitoshi Hatano
倫 波多野
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.)
Nihon Solid Co Ltd
Original Assignee
Nihon Solid 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 Nihon Solid Co Ltd filed Critical Nihon Solid Co Ltd
Priority to JP12674982A priority Critical patent/JPS5918826A/en
Publication of JPS5918826A publication Critical patent/JPS5918826A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/8833Floating installations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92Digging elements, e.g. suction heads
    • E02F3/9212Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To prevent the pollution of the water area of excavation site by a method in which excavating dredging work is performed by means of a dredger having a cage housing a solid coagulant in the neighborhood of the tip of the ladder of the dredger. CONSTITUTION:A cage 3 is provided at the tip of the ladder 2 of a pump ship 1, and a solid coagulant is packed into the cage. The tip of the ladder 2 is brought down to the bottom to be excavated in water and sludge is sucked up while swingingly moving the ladder 2 bilaterally, where the coagulant is dissolved during the excavation period with the swinging movement of the ladder 2 to coagulate sludge particles in the nearby area. As the coagulant used, anionic ones, e.g., aluminium sulfate, etc., cationic ones, e.g., water-soluble anilinic resin hydrochloride, etc., nonionic ones, e.g., water-soluble urea resin, etc., and amphoteric ones, e.g., gelatin, etc., may be used. Dredging work can thus be performed without generating the pollution of the water area in and around the dredging area.

Description

【発明の詳細な説明】 従来ポンプ船あるいはグラブ船による掘削は掘削区域の
汚濁物質等を巻き上げるために附近の水域をlυ染する
欠点があった。かかる現象を回避するために掘削浚渫区
域をジートノぐイルあるいはオイルフェンスで囲って工
事が行われていた。しかしながらいずれの方法も満足で
きるものではなかった。
DETAILED DESCRIPTION OF THE INVENTION Conventionally, excavation using a pump ship or a grab ship has the disadvantage that pollutants from the excavated area are stirred up and contaminate nearby water bodies. In order to avoid such a phenomenon, construction work was carried out by surrounding the excavation and dredging area with a girder or oil fence. However, neither method was satisfactory.

本発明者はこれら従来の欠点を解決すべく種々研妃を重
ねた結果本発明を完成するに至った。
The present inventor has completed the present invention as a result of various efforts to solve these conventional drawbacks.

すなわち本発明は、浚渫船のラダー先端近傍部および/
またはグラブバケット部に固形状の凝集剤を収納した部
体を付設した浚渫船により掘削浚渫する方法である。
That is, the present invention provides a dredger near the tip of the rudder and/or
Alternatively, there is a method of excavating and dredging using a dredger equipped with a grab bucket section containing a solid coagulant.

次に本発明の方法につき具体的に説明する。Next, the method of the present invention will be specifically explained.

第1図はポンプ船の概略図であり1はポンプ船、2はラ
ダー、3は部体である。今ポンプ船で掘削浚渫する場合
ラダーの先端部を掘削する水底部におろし、ラダー2を
左右にスイングさせながら汚泥等を吸い上げる。この際
本発明にあっては部体3をラダー2の先端近傍部に0設
し、その内に固形状の凝集剤を充填する。このように固
形状の凝集剤を収納した部体3をラダー2の先端近傍部
に付設するこきにより掘削に伴なうラダー2のスイング
によって凝集剤が溶解し、その近辺の汚濁粒モを肥大凝
集させることができる。ラダー2に付設する籠体3/′
i第2図に示すように例えば鉄製棒4によって網自伏に
4i’/ I戊した円柱型を治し、且つ」―部は凝集剤
を収納するために便利なように蓋体5が開閉自在に設け
られている。そして前体3の(iJl1面に、はラダー
2に付設するための接続IK!: 6 、6’が設けら
れている。
FIG. 1 is a schematic diagram of a pump ship, where 1 is a pump ship, 2 is a rudder, and 3 is a part. When excavating and dredging with a pump ship, the tip of the rudder is lowered to the bottom of the water being excavated, and the rudder 2 is sucked up while swinging from side to side. At this time, in the present invention, a member 3 is provided near the tip of the ladder 2, and a solid flocculant is filled therein. In this way, the part 3 containing the solid flocculant is attached to the vicinity of the tip of the ladder 2, and the flocculant is dissolved by the swing of the ladder 2 during excavation, and the contaminant particles in the vicinity are enlarged. Can be aggregated. Cage body 3/' attached to ladder 2
As shown in Fig. 2, for example, a cylindrical shape made of iron rod 4 is used to fix the cylindrical shape of the net, and the lid 5 can be opened and closed to conveniently store the flocculant. It is set in. Connection IK!: 6, 6' for attaching to the rudder 2 is provided on the (iJl1 side) of the front body 3.

籠体3内に74y、納する凝集剤は第3図に示すように
例えばメツシュ状の袋体7に収納して入れることが好ま
しい。
It is preferable that the flocculant 74y stored in the cage 3 be stored in a mesh-like bag 7, for example, as shown in FIG.

使用する凝集剤としてはら酸アルミニウム、硫酸第一鉄
、硫酸第二鉄、塩化第二鉄、ポリ塩化゛γルミニウム、
ポリ硫酸アルミニウムなどの鋸機凝集剤、アルギン酸ナ
トリウム、ポリアクリル酸ナトリウム・などの陰イオン
性凝集剤、水溶性アニリン樹脂塩酸塩、ポリビニルピリ
ジン塩酸塩などの陽イオン性凝集剤、水溶性尿素樹脂、
ポリアクリルアミドなどの非イオン性凝集剤、ゼラチン
などの両性凝集剤などが挙げられる。これらの凝集剤は
例えばアニオン系凝集剤上カチオン系凝集剤とを併用す
ると力1あるいは前記2者と非イオン系凝集剤の3p4
類を併用する等!A種の凝集剤を併用することが好まし
い。
The flocculants used include aluminum borate, ferrous sulfate, ferric sulfate, ferric chloride, polygammaluminium chloride,
Saw machine flocculants such as polyaluminum sulfate, anionic flocculants such as sodium alginate and sodium polyacrylate, cationic flocculants such as water-soluble aniline resin hydrochloride, polyvinylpyridine hydrochloride, water-soluble urea resin,
Examples include nonionic flocculants such as polyacrylamide, amphoteric flocculants such as gelatin, and the like. For example, when these flocculants are used in combination with an anionic flocculant and a cationic flocculant, the force is 1, or the force of the above two and a nonionic flocculant is 3p4.
Use the same combination! It is preferable to use a type A flocculant together.

尚、無機系凝集剤とカチオン性、ノニオン性の有機系凝
集剤とを混合した固形凝集剤を使用してもよい。
Note that a solid flocculant obtained by mixing an inorganic flocculant and a cationic or nonionic organic flocculant may be used.

また他の方法としてグラブ船8に設けられたグラブバケ
ット9のフレーム部あるいはバケットシェル部の外部あ
るいは内部に第2図に示すような前体3を付設すれば先
に説明したポンプ船と同様に掘削tIjの汚濁物質を凝
集させることかできるので掘削区域の水域を汚染するこ
とがない。
In addition, as another method, if a front body 3 as shown in FIG. 2 is attached to the outside or inside of the frame part or bucket shell part of the grab bucket 9 provided in the grab ship 8, the same effect as in the pump ship described above can be obtained. Since pollutants from the excavation tIj can be aggregated, they do not pollute the water area in the excavation area.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はポンプ船で掘削する状態を示した状態図、第2
図は前体の斜視図、第3図は固形状の凝集剤を充填した
袋体の正面図、第4図はグラブ船で掘削する状態を示し
た状態図である。 特許出願人 日本ソリッド株式会社
Figure 1 is a state diagram showing the state of excavation by a pump ship, Figure 2
The figure is a perspective view of the front body, FIG. 3 is a front view of the bag filled with solid flocculant, and FIG. 4 is a state diagram showing the excavation state with a grab vessel. Patent applicant Nippon Solid Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 浚渫船のラダー先端近傍部および/またはり゛ラブバケ
ット部に固形状の凝集剤を収納した部体を付設した浚渫
船により掘削浚渫することを特徴とする掘削方法。
An excavation method characterized by excavating and dredging using a dredger equipped with a part containing a solid flocculant near the tip of the dredger's rudder and/or in the rub bucket part of the dredger.
JP12674982A 1982-07-22 1982-07-22 Excavation by dredger Pending JPS5918826A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12674982A JPS5918826A (en) 1982-07-22 1982-07-22 Excavation by dredger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12674982A JPS5918826A (en) 1982-07-22 1982-07-22 Excavation by dredger

Publications (1)

Publication Number Publication Date
JPS5918826A true JPS5918826A (en) 1984-01-31

Family

ID=14942954

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12674982A Pending JPS5918826A (en) 1982-07-22 1982-07-22 Excavation by dredger

Country Status (1)

Country Link
JP (1) JPS5918826A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314926A (en) * 1986-07-07 1988-01-22 Nippon Solid Co Ltd Underwater soil and sand-sampling and charging work

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4937443A (en) * 1972-08-15 1974-04-08
JPS5198134A (en) * 1975-02-25 1976-08-28
JPS5294635A (en) * 1976-02-03 1977-08-09 Sansui Shoji Kk Method of dredging fairway
JPS52120549A (en) * 1976-04-02 1977-10-11 Nippon Solid Co Ltd Method of treating varied sanitary sewage

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4937443A (en) * 1972-08-15 1974-04-08
JPS5198134A (en) * 1975-02-25 1976-08-28
JPS5294635A (en) * 1976-02-03 1977-08-09 Sansui Shoji Kk Method of dredging fairway
JPS52120549A (en) * 1976-04-02 1977-10-11 Nippon Solid Co Ltd Method of treating varied sanitary sewage

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314926A (en) * 1986-07-07 1988-01-22 Nippon Solid Co Ltd Underwater soil and sand-sampling and charging work

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