JPH0346603B2 - - Google Patents
Info
- Publication number
- JPH0346603B2 JPH0346603B2 JP12064385A JP12064385A JPH0346603B2 JP H0346603 B2 JPH0346603 B2 JP H0346603B2 JP 12064385 A JP12064385 A JP 12064385A JP 12064385 A JP12064385 A JP 12064385A JP H0346603 B2 JPH0346603 B2 JP H0346603B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- air
- water
- spreading
- tool
- 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.)
- Expired
Links
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上に砂を散布
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 suitable for use in spreading sand onto soft underwater mud to cover the surface with a sand layer of uniform thickness. This relates to the sand covering 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) On the seabed of a beach where sludge is deposited,
When sludge is reclaimed, the bottom surface of the water may be covered with a sand layer as a drainage layer between the layers.
このような場合、従来は砂撒き船の砂撒き部か
ら水中に砂を落して散布を行つていた。 In such cases, conventionally, sand was spread by dropping sand into the water from the sand-spreading section of a sand-sprinkling boat.
(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
つた。(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 spread almost all over the water bottom surface. There was a problem that it was not possible to form a sand layer of various thicknesses.
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
砂散布具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 spreading tool 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産
し、非常にゆつくりと一様に堆積することにな
る。(Function) When sand is sprinkled from above the water surface at a place where air bubbles are rising, the air bubbles slow down the sedimentation rate of the sand that is falling into the water, and the sand is blown up into pieces, resulting in extremely dangerous sand. It will be deposited evenly with the structure.
(実施例)
以下本発明の実施例を第1図乃至第4図の参照
して詳細に説明する。図示のように、水面1上に
はフローター2により砂散布具3が浮かべられて
いる。砂散布具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, a sand spreading tool 3 is floated on a water surface 1 by a floater 2. The sand spreading tool 3 is equipped with a sand spreading pipe 4, and a large number of sand spreading holes 5 are provided in two rows on the lower surface of the sand spreading pipe 4, and an angle member 6 is provided in the pipe between the rows. Sand 8 is supplied from the sand supply pipe 7 together with water in the form of a slurry, and is discharged from each sand dispersion hole 5 for dispersion.
フローター2上にはウインチ9が搭載され、該
ウインチ9から引き出されたワイヤーロープ10
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。
該空気噴射具12には、空気噴射具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つていて、フローター2
上のエアコンプレツサー15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つている。 A winch 9 is mounted on the floater 2, and a wire rope 10 is pulled out from the winch 9.
is lowered into the water via rollers 11, and an air injection device 12 is suspended and supported at its lower end.
The air injection device 12 has air injection devices 13 connected and communicated with each other in a grid pattern, and a large number of air discharge ports 14 are provided on the lower surface of each air injection pipe 13.
Floater 2
From the upper air compressor 15 to the air hose 16
Air is supplied through the air outlet 14, 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1
7の近くに位置させ、これに対応して水面1上に
砂散布具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18と
なつて水中を上昇する。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つくり堆積するの
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。体積砂層19は、砂散布具3からの散布量を
増減するか、あるいは砂散布具3と空気噴射具1
2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 in the figure, the air injection device 12 is used to spray floating mud 1 on the bottom of the water.
7, and correspondingly position the sand scattering tool 3 on the water surface 1. In such a state, while towing it with a ship etc. as appropriate so that both of them move in conjunction,
Sand 8 is spread into the water through the sand dispersion hole 5 of the sand dispersion pipe 4, and air is discharged from the air discharge port 14 of the air injection pipe 13. The discharged air becomes bubbles 18 and rises in the water. Due to the upward flow of the air bubbles 18, the sedimentation speed of the sand 8 spread from above the water decreases, and the sand 8 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 bulk sand layer 19. The volumetric sand layer 19 can be used to increase or decrease the amount of spraying from the sand spreading tool 3 or to increase or decrease the amount of sand spreading from the sand spreading tool 3 and the air spraying tool 1.
It can be increased or decreased by increasing or decreasing the moving speed of 2.
(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、非常にゆつくりとしかも一様
に砂を堆積させることができる。従つて、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, sand can be deposited very slowly and uniformly. Therefore, it is possible to cover a thin layer of sand even on floating mud that has 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……フローター、3……砂散布
具、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 FIG. 5 is a bottom view of an example of the tool, and a vertical sectional view of an example of the air injection pipe. 1...Water surface, 2...Floater, 3...Sand spreading tool, 4...Sand spreading pipe, 5...Sand spreading 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)
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、水面上の砂散布具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。1. Injecting air from a number of air outlets of an air injection tool placed near the water bottom to cause air bubbles to rise into the water, and then scattering sand from a sand spreading tool on the water surface to the location where the air bubbles rise. A distinctive underwater sand 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 JPS61282507A (en) | 1986-12-12 |
| JPH0346603B2 true 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) |
Families Citing this family (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
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61282507A (en) | 1986-12-12 |
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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 |