JPS61282507A - Sand covering work for bottom under water - Google Patents
Sand covering work for bottom under waterInfo
- Publication number
- JPS61282507A JPS61282507A JP12064385A JP12064385A JPS61282507A JP S61282507 A JPS61282507 A JP S61282507A JP 12064385 A JP12064385 A JP 12064385A JP 12064385 A JP12064385 A JP 12064385A JP S61282507 A JPS61282507 A JP S61282507A
- Authority
- JP
- Japan
- Prior art keywords
- sand
- air
- water
- spread
- air bubbles
- 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
Links
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、例えば軟弱な水底浮泥土に砂を散布して均一
な厚さの砂層でその表面を覆う際等に用いて好適な水底
覆砂方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention is an underwater bottom covering suitable for use, for example, when spreading sand on soft underwater floating mud and covering the surface with a sand layer of uniform thickness. It concerns the sand method.
(従来技術)
ヘドロが堆積している海水浴場の海底面上や、ヘドロ埋
立時の層間の排水層として水底面を砂層で覆う場合があ
る。(Prior Art) There are cases where the bottom surface of a beach where sludge is deposited is covered with a sand layer, or as a drainage layer between layers when sludge is reclaimed.
このような場合、従来は砂撒き船の砂撒き部が 。In such cases, conventionally the sand spreading section of the sand spreading boat was used.
ら単に水中に砂を落して散布を行っていた。They simply dropped sand into the water and spread it.
(発明が解決しようとする問題点゛)
しかしながら、このような砂の散布の仕方では砂が集中
的に落ち、しかも落下速度が大きいために、泥面内にめ
り込みを生じて水底面上をほぼ一様な厚さの砂層にする
ことができない問題点があった。(Problem to be solved by the invention) However, with this method of dispersing sand, the sand falls in a concentrated manner, and the falling speed is high, causing it to sink into the mud surface and almost spread over the water bottom. There was a problem that it was not possible to form a sand layer of uniform thickness.
本発明の目的は、砂をほぼ一様に散布できる水底覆砂方
法を提供することにある。An object of the present invention is to provide an underwater sand covering method that allows sand to be spread almost uniformly.
(問題点を解決するための手段)
本発明に係る水底覆砂方法は、水底面近くに配設した空
気噴射具の多数の空気吐出口から空気を噴射させて水中
に気泡を上昇させつつ、水面上の砂散布員から前記気泡
の上昇個所に砂を散布することを特徴とするものである
。(Means for Solving the Problems) The underwater bottom encrusting method according to the present invention involves injecting air from a large number of air outlets of an air injection tool disposed near the underwater bottom to raise air bubbles in the water. This method is characterized in that sand is spread from a sand spreader on the water surface to the location where the air bubbles rise.
(作用)
このように気泡が上昇しつつある個所に水面上から砂を
散布すると、水中を落下する砂は気泡で沈降速度が緩速
化され且つ舞い上げられて分散し、非常にゆっくりと一
様に堆積することになる。(Effect) When sand is sprinkled from above the water surface to a place where air bubbles are rising, the air bubbles slow down the sedimentation speed of the sand, and the sand is lifted up and dispersed, very slowly coming together. It will accumulate like this.
(実施例)
以下本発明の実施例を第1図乃至第4図を参照して詳細
に説明する。図示のように、水面1上にはフロータ−2
により砂散布員3が浮かべられている。砂散布員3は、
砂散布管4を備え、該砂散布管4の下面には多数の砂散
布孔5が2列に設けられ、その列の間の管内にはアング
ル材6が設けられ、給砂管7から砂8が水と共にスラリ
ー状にして供給され、各砂散布孔5から吐出させて散布
を行うように構成されている。(Example) Examples of the present invention will be described in detail below with reference to FIGS. 1 to 4. As shown in the figure, there is a floater 2 on the water surface 1.
Sand spreader 3 is floating. Sand spreader 3 is
A sand distribution pipe 4 is provided, and a large number of sand distribution holes 5 are provided in two rows on the lower surface of the sand distribution pipe 4. An angle member 6 is provided in the pipe between the rows, and sand is supplied from a sand supply pipe 7. 8 is supplied in the form of a slurry together with water, and is configured to be discharged from each sand dispersion hole 5 to perform the dispersion.
フロータ−2上にはウィンチ9が搭載され、該ウィンチ
9から引き出されたワイヤーロー110がローラー11
を介して水中に下げられ、その下端に空気噴射具12が
吊り下げ支持されている。A winch 9 is mounted on the floater 2, and a wire row 110 pulled out from the winch 9 is attached to a roller 11.
The air injection device 12 is suspended and supported at the lower end of the air injection device.
該空気噴射具12には、空気噴射管13が井桁状に相互
に連結且つ連通されて組合わされ、各空気噴射管13の
下面には多数の空気吐出口14が2列に設けられた構造
になっていて、フロータ−2上のニアコンプレッサー1
5からエアホース16を介して空気が供給され、その空
気が各空気吐出口14から吐出されるようになっている
。The air injection device 12 has a structure in which air injection pipes 13 are connected and communicated with each other in a grid pattern, and a large number of air discharge ports 14 are provided in two rows on the lower surface of each air injection pipe 13. Near compressor 1 on floater 2
5 through an air hose 16, and the air is discharged from each air outlet 14.
図示のように空気噴射具12は、水底の浮泥17の近く
に位置させ、これに対応して水面1上に砂散布員3を位
置させる。かかる状態で両者が連動して移動するように
船等で適宜に曳航しつつ、砂散布管4の砂散布孔5から
砂8を水中に散布し、且つ空気噴射管13の空気吐出口
14からは空気を吐出させる。吐出された空気は気泡1
8となって水中を上昇する。気泡18の上昇流により、
水上から散布された砂8はその沈降速度が小さくなり、
且つ舞い上げられて分散する。その結果、砂8は分散さ
れて非常にゆっくり堆積するので、支持力がほとんど無
に等しい浮泥17上に薄い体積砂層19として覆砂する
ことが可能となる。体積砂[119は、砂散布員3から
の散布量を増減するか、あるいは砂散布員3と空気噴射
具12の移動速度を増減することにより増減することが
できる。As shown, the air injection device 12 is positioned near the floating mud 17 on the bottom of the water, and the sand spreader 3 is positioned on the water surface 1 correspondingly. In such a state, sand 8 is scattered into the water from the sand dispersion hole 5 of the sand dispersion pipe 4 while being appropriately towed by a ship or the like so that both move in conjunction with each other, and from the air discharge port 14 of the air injection pipe 13. causes air to be expelled. The exhaled air is bubble 1
8 and rises through the water. Due to the upward flow of the bubbles 18,
The sand 8 spread from the water has a lower settling speed,
Moreover, it is lifted up and dispersed. As a result, the sand 8 is dispersed and deposited very slowly, making it possible to cover the floating mud 17, which has almost no supporting force, as a thin volumetric sand layer 19. The volumetric sand [119] can be increased or decreased by increasing or decreasing the amount of sand spreading from the sand spreader 3 or by increasing or decreasing the moving speed of the sand spreader 3 and the air injection tool 12.
(発明の効果)
以上説明したように本発明では、水中から気泡を上昇さ
せているところに砂を散布するので、気泡の上昇流で砂
の沈降速度が緩速化され且つ舞い上げられて分散し、非
常にゆっくりとしかも一様に砂を堆積させることができ
る。従って、支持力がほとんど無に等しい浮泥上にでも
薄く覆砂することが可能となる。(Effects of the Invention) As explained above, in the present invention, sand is spread where air bubbles are rising from the water, so the upward flow of air bubbles slows down the sedimentation speed of the sand, and the sand is lifted up and dispersed. However, the sand can be deposited very slowly and evenly. Therefore, it is possible to thinly cover the floating mud with almost no supporting force.
第1図は本発明に係る水底覆砂方法の実施状態の一例を
示す説明図、第2図及び第3図は砂散布管の一部の側面
図及び縦断面図、第4図は空気噴射具の一例の底面図、
第5図は空気噴射管の一例を示す縦断面図である。
1・・・・・・水面、2・・・・・・フロータ−13・
・・・・・砂散布員、4・・・・・・砂散布管、5・・
・・・・砂散布孔、8・・・・・・砂、10・・・・・
・ワイヤーロープ、12・・・・・・空気噴射具、13
・・・・・・空気噴射管、14・・・・・・空気吐出口
、17・・・・・・浮泥、18・・・・・・気泡、19
・・・・・・体積砂層。FIG. 1 is an explanatory diagram showing an example of the implementation state of the underwater sand covering method according to the present invention, FIGS. 2 and 3 are a side view and a vertical sectional view of a part of the sand dispersion pipe, and FIG. 4 is an air injection Bottom view of an example of the tool,
FIG. 5 is a longitudinal sectional view showing an example of an air injection pipe. 1...Water surface, 2...Floater 13.
...Sand spreader, 4...Sand spreader pipe, 5...
...Sand distribution hole, 8...Sand, 10...
・Wire rope, 12... Air injection device, 13
... Air injection pipe, 14 ... Air discharge port, 17 ... Floating mud, 18 ... Air bubbles, 19
...volume sand layer.
Claims (1)
ら空気を噴射させて水中に気泡を上昇させつつ、水面上
の砂散布員から前記気泡の上昇個所に砂を散布すること
を特徴とする水底覆砂方法。The feature is that air is injected from a number of air outlets of an air injection device disposed near the bottom of the water to cause air bubbles to rise in the water, and sand is spread from a sand spreader on the water surface to the location where the air bubbles rise. Underwater bottom covering method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12064385A JPS61282507A (en) | 1985-06-05 | 1985-06-05 | Sand covering work for bottom under water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12064385A JPS61282507A (en) | 1985-06-05 | 1985-06-05 | Sand covering work for bottom under water |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61282507A true JPS61282507A (en) | 1986-12-12 |
JPH0346603B2 JPH0346603B2 (en) | 1991-07-16 |
Family
ID=14791300
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12064385A Granted JPS61282507A (en) | 1985-06-05 | 1985-06-05 | Sand covering work for bottom under water |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61282507A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001279671A (en) * | 2000-03-28 | 2001-10-10 | Toa Harbor Works Co Ltd | Sand covering method and device to water bottom |
-
1985
- 1985-06-05 JP JP12064385A patent/JPS61282507A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001279671A (en) * | 2000-03-28 | 2001-10-10 | Toa Harbor Works Co Ltd | Sand covering method and device to water bottom |
Also Published As
Publication number | Publication date |
---|---|
JPH0346603B2 (en) | 1991-07-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |