JP3411630B2 - Underwater sheet laying method - Google Patents

Underwater sheet laying method

Info

Publication number
JP3411630B2
JP3411630B2 JP21117293A JP21117293A JP3411630B2 JP 3411630 B2 JP3411630 B2 JP 3411630B2 JP 21117293 A JP21117293 A JP 21117293A JP 21117293 A JP21117293 A JP 21117293A JP 3411630 B2 JP3411630 B2 JP 3411630B2
Authority
JP
Japan
Prior art keywords
sheet
laying
fluid material
tube
weight
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 - Lifetime
Application number
JP21117293A
Other languages
Japanese (ja)
Other versions
JPH0762629A (en
Inventor
好生 西野
隆一 村上
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.)
Shibata Industrial Co Ltd
Original Assignee
Shibata Industrial 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 Shibata Industrial Co Ltd filed Critical Shibata Industrial Co Ltd
Priority to JP21117293A priority Critical patent/JP3411630B2/en
Publication of JPH0762629A publication Critical patent/JPH0762629A/en
Application granted granted Critical
Publication of JP3411630B2 publication Critical patent/JP3411630B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、海洋に建設される廃棄
物処分場の遮水や埋め立て護岸の外郭に設置されるケー
ソンマウンドの裏込め土砂の吸い出し防止等のために底
面や法面に敷設されるゴムや合成樹脂製等のシートの敷
設工法に関する。
BACKGROUND OF THE INVENTION The present invention has a bottom surface and a slope surface to prevent water leakage from a waste disposal site constructed in the ocean and to prevent the caisson mound installed in the outer wall of a reclaimed seawall from sucking backfilled sand. The present invention relates to a method of laying a rubber or synthetic resin sheet to be laid.

【0002】[0002]

【従来の技術】水底面にシートを敷設するには、一般に
は敷設域の水を排出して水底面を露出させた後にシート
を敷設するのではなく、水域部を残したまま施工するこ
とが多く、その場合にはシートを水面上で拡げ、それを
沈ませて敷設させることになる。
2. Description of the Related Art In order to lay a sheet on the bottom of a water surface, generally, the sheet is not laid down after the water in the laying area is discharged to expose the bottom surface, but the construction is performed with the water area left. Often, this involves spreading the sheet over the surface of the water and sinking it for laying.

【0003】その敷設工法は、シートにフロートを取り
付けて水面上を浮く状態にし、そのシートの端部をウイ
ンチ等の牽引装置によって引き出して敷設域に拡げ、フ
ロートを取り除いてシートの自重あるいは重錘を取り付
けて底面や法面上に沈降させることにより敷設域を覆う
ものである。
In the laying method, a float is attached to a sheet so that the sheet floats on the water surface, the end of the sheet is pulled out by a towing device such as a winch and spread to the laying area, the float is removed, and the weight or weight of the sheet is removed. Is installed and settles on the bottom or slope to cover the laying area.

【0004】[0004]

【発明が解決しようとする課題】以上のような技術によ
ると、水面上に引き出されたシートは柔らかくしかも広
く拡がっておりさらにその比重が水の比重に近いために
沈降させる作業は困難さがあり、しわがよったり浮遊し
たりして敷設域を確実に覆うことや敷設域への設置は非
常に困難である。
According to the above technique, the sheet pulled out on the water surface is soft and widely spread, and the specific gravity thereof is close to that of water, so that it is difficult to settle the sheet. , It is very difficult to surely cover the installation area due to wrinkles or floating and to install it in the installation area.

【0005】また、敷設完了後には、シートの移動防止
のために重錘等によってシートの端部の固定を行う必要
があり、近時多くなっている沖合での大水深の海域での
潜水作業は作業の困難性もさることながら危険の伴う作
業となる問題がある。
Further, after the laying is completed, it is necessary to fix the end portion of the seat by a weight or the like in order to prevent the movement of the seat, and diving work in the deep sea area offshore which is increasing in number recently. There is a problem that the work becomes dangerous as well as difficult.

【0006】[0006]

【課題を解決するための手段】そこで本発明は、シート
の一端に重錘を取り付け、さらにこのシートの上面に複
数本のフレキシブルなチューブを取り付け、このシート
を敷設域に展張し、その各チューブに経時硬化性の流体
材料を注入することにより、シートの端部から順次敷設
域の底面形状に沿って密着させ、その硬化後の流体材料
の重量によってシートを敷設域に固定させることを特徴
とする。
Therefore, according to the present invention, a weight is attached to one end of a sheet, a plurality of flexible tubes are attached to the upper surface of the sheet, and the sheet is stretched in a laying area, and each tube is extended. By injecting a time-curable fluid material into the sheet, the sheets are brought into close contact with one another along the bottom surface shape of the laying area in order from the end portion of the sheet, and the sheet is fixed to the laying area by the weight of the fluid material after hardening. To do.

【0007】[0007]

【作用】以上の構成によると、展張時にシートに発生し
たしわは、チューブに流体材料を圧入することにより、
そのしわが延ばされて確実に底面形状に沿って密着する
ことになり、確実に敷設域を覆うことができ、また、流
体材料の経時硬化によってシートは底面に沿って固定す
ることになる。
[Operation] According to the above configuration, the wrinkle generated on the sheet during the expansion is caused by pressing the fluid material into the tube,
The wrinkles are extended to surely adhere to each other along the shape of the bottom surface, the laying area can be surely covered, and the sheet is fixed along the bottom surface due to hardening of the fluid material with time.

【0008】[0008]

【実施例】以下に本発明の一実施例を図面を用いて説明
する。図1は敷設状態を示す平面図、図2は側面図、図
3は法面に敷設する工程の説明図、図4は法面に敷設す
る工程の説明図、図5は法面に敷設する工程の説明図で
あり、図において、1はシートであり、ゴム、合成樹脂
等から成る膜状または網状である。
An embodiment of the present invention will be described below with reference to the drawings. 1 is a plan view showing a laid state, FIG. 2 is a side view, FIG. 3 is an explanatory view of a step of laying on a slope, FIG. 4 is an explanatory view of a step of laying on a slope, and FIG. FIG. 3 is an explanatory diagram of a process, in which 1 is a sheet, which is in the form of a film or net made of rubber, synthetic resin or the like.

【0009】このシート1の先端にはシート1の先端を
浮かせてシート1を牽引するための牽引用のフロート2
が取り付けてあり、牽引を幅方向同時に行うためにフロ
ート2を鋼管等の剛性体で構成するか柔軟なフロート2
の場合には別に鋼材等の剛性材を取り付けてもよい。ま
た、このフロート2は必ずしも設ける必要はなく、作業
性向上のために必要がある場合に設ければよい。
A towing float 2 for pulling the sheet 1 by floating the tip of the sheet 1 at the tip of the sheet 1.
The float 2 is made up of a rigid body such as a steel pipe or a flexible float 2 in order to perform pulling simultaneously in the width direction.
In this case, a rigid material such as steel material may be attached separately. In addition, the float 2 does not necessarily have to be provided, and may be provided when it is necessary to improve workability.

【0010】他方、このシート1の後端には型鋼等から
なる強制沈設用の重錘3が取り付けてある。さらに、こ
のシート1の表面には、幅方向および長手方向に所定間
隔に固定部4を設けておき、この固定部4によってフレ
キシブルなチューブ5を支持するもので、この各チュー
ブ5は、先端はシート1の先端で開放してあり、後部は
一つにまとめて連結口6となっている。
On the other hand, at the rear end of the sheet 1, there is attached a weight 3 made of steel or the like for forcible sinking. Further, fixing portions 4 are provided on the surface of the sheet 1 at predetermined intervals in the width direction and the longitudinal direction, and flexible tubes 5 are supported by the fixing portions 4, and each tube 5 has a distal end. The seat 1 is open at the front end, and the rear part is integrated into a connection port 6.

【0011】このようにしたシート1は、敷設域付近に
停泊させた作業船7の上に長手方向に折り畳んでおき、
その際、後端の重錘3が上部先端になるようにしておく
と具合がよい。そこで、シート1の後端を、図3に示す
如く、作業船7の上に設置したクレーン8や曳船等によ
り所定位置に均等に沈降させる。
The seat 1 thus constructed is folded in the longitudinal direction on the work boat 7 moored near the laying area,
At this time, it is preferable that the weight 3 at the rear end be the top end. Therefore, as shown in FIG. 3, the rear end of the seat 1 is evenly settled at a predetermined position by a crane 8 or a tugboat installed on the work boat 7.

【0012】つぎに、図4に示す如く、シート1の先端
の係止具1aにワイヤー9a等を介して陸上に設置した
牽引装置9と連結し、シート1の先端を浮かせながら牽
引して展張させる。なお、上記チューブ5は上記の如
く、予めシート1に取り付けておいてもよいが、この展
張の際に、固定部4に固定させてもよい。展張終了時も
しくは展張中に連結口6を圧送用のパイプ10に連結し
てコンクリート等の時間の経過によって硬化する流体材
料12の圧入装置11に接続する。
Next, as shown in FIG. 4, the locking device 1a at the front end of the seat 1 is connected to a pulling device 9 installed on land via a wire 9a or the like, and the front end of the seat 1 is pulled while being pulled and extended. Let Although the tube 5 may be attached to the seat 1 in advance as described above, it may be fixed to the fixing portion 4 during the expansion. At the end of the expansion or during the expansion, the connection port 6 is connected to a pipe 10 for pressure feeding and connected to a press-fitting device 11 for a fluid material 12, such as concrete, which hardens with the passage of time.

【0013】そこで、展張終了後、圧入装置11からパ
イプ10を介して流体材料12をチューブ5内に徐々に
圧入することにより、シート1は、その重量により圧入
側端部から底面の形状に沿って順次沈下敷設される。な
お、上記説明では展張終了後に流体材料12をチューブ
5に徐々に圧入したが、展張中に流体材料をチューブ5
に徐々に圧入させて展張させてもよい。
Therefore, after the expansion is completed, the fluid material 12 is gradually pressed into the tube 5 from the press-fitting device 11 via the pipe 10, whereby the sheet 1 follows the shape of the bottom surface from the press-fitting side end portion due to its weight. Will be laid down sequentially. In the above description, the fluid material 12 was gradually pressed into the tube 5 after the expansion was completed.
It may be pressed into and gradually expanded.

【0014】シート1の全ての沈下が完了した後に、図
5に示す如く、各チューブ5の先端開放口から流出した
流体材料12によってシート1の先端は固定される。ま
た、各チューブ5中の流体材料12が硬化することによ
って底面に沿った状態でウエイトとなり、敷設されたシ
ート1がその敷設域から移動することがない状態となっ
てシート1全体の固定状態が得られる。
After all the subsidence of the sheet 1 is completed, as shown in FIG. 5, the front end of the sheet 1 is fixed by the fluid material 12 flowing out from the front end opening of each tube 5. Further, when the fluid material 12 in each tube 5 is hardened, it becomes a weight along the bottom surface, and the laid sheet 1 does not move from the laying area, so that the fixed state of the entire sheet 1 is fixed. can get.

【0015】なお、以上の説明はシートを海上側から沈
設させる方法で説明したが、陸上側からシートの位置決
めおよび流体材料の圧入を行っても同様である。以上の
構成によると、シート1を敷設域に展張し、そのシート
1に取り付けた各チューブ5に注入した経時硬化性の流
体材料12が注入完了後に硬化するためにシート1が敷
設域の地形に沿って密着し、しかもその重量によって固
定することになる。
In the above description, the method of sinking the sheet from the sea side has been explained, but the same applies when the sheet is positioned and the fluid material is pressed in from the land side. According to the above configuration, the sheet 1 is spread in the laying area, and the time-curable fluid material 12 injected into each tube 5 attached to the sheet 1 is cured after the injection is completed, so that the sheet 1 is placed on the terrain of the laying area. It adheres closely and is fixed by its weight.

【0016】また、各チューブ5の開口から流出させた
流体材料12の硬化によって端部を固着させることがで
き、別途の固着作業を必要としない。
Further, the end portions can be fixed by hardening the fluid material 12 flowing out from the openings of the respective tubes 5, and no separate fixing work is required.

【0017】[0017]

【発明の効果】以上詳細に説明した本発明によると、シ
ートの一端に重錘を取り付け、さらにこのシートの上面
に複数本のフレキシブルなチューブを取り付け、このシ
ートを敷設域に展張し、その各チューブに経時硬化性の
流体材料を注入することにより、シートの端部から順次
敷設域の底面形状に沿って密着することになり、その硬
化後の流体材料の重量によってシートは固定して確実に
敷設域を覆うことができる効果を有する。
According to the present invention described in detail above, a weight is attached to one end of a sheet, a plurality of flexible tubes are attached to the upper surface of the sheet, and the sheet is spread in the laying area. By injecting a time-curable fluid material into the tube, the sheet will be intimately adhered from the edge of the sheet along the bottom surface shape of the laying area, and the weight of the fluid material after curing will secure and secure the sheet. It has the effect of covering the laying area.

【0018】また、シートにしわがよってその個所のチ
ューブが折れると流体材料がチューブの開口端から流出
しないことになり、その具合からソートの敷設状況が推
定できる効果を有する。さらに、展張時に少しぐらいの
しわがシートに発生しても、チューブに流体材料を圧入
することにより、そのしわが延ばされて確実に底面形状
に沿って密着することになり、大水深の海域の敷設域で
あっても確実に敷設域を覆うことができ、潜水士による
作業が軽減できるために作業の安全性を大幅に拡大する
ことができる効果を有する。
Further, if the tube at that portion is broken due to the wrinkles on the sheet, the fluid material will not flow out from the open end of the tube, and there is an effect that the laying condition of the sort can be estimated from the condition. Furthermore, even if a small amount of wrinkles is generated on the sheet during expansion, pressing the fluid material into the tube will cause the wrinkles to be extended and firmly adhere to the bottom surface shape. Even if it is the laying area, the laying area can be surely covered, and the work by the diver can be reduced, so that the work safety can be greatly expanded.

【0019】また、各チューブの開口から流出した流体
材料の硬化によって端部を固着させることができるため
に、特別な固着作業を必要としない効果を有し、これは
海底の大作業の削減となる効果である。
Further, since the end portion can be fixed by hardening the fluid material flowing out from the opening of each tube, there is an effect that no special fixing work is required, which reduces the large work on the seabed. Is the effect.

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

【図1】実施例を示す敷設状態を示す平面図である。FIG. 1 is a plan view showing a laid state showing an embodiment.

【図2】側面図である。FIG. 2 is a side view.

【図3】法面に敷設する工程の説明図である。FIG. 3 is an explanatory diagram of a process of laying on a slope.

【図4】法面に敷設する工程の説明図である。FIG. 4 is an explanatory diagram of a process of laying on a slope.

【図5】法面に敷設する工程の説明図である。FIG. 5 is an explanatory diagram of a process of laying on a slope.

【符号の説明】[Explanation of symbols]

1 シート 2 フロート 3 重錘 4 固定部 5 チューブ 6 連結口 12 流体材料 1 sheet 2 floats 3 weights 4 fixed part 5 tubes 6 connection 12 Fluid material

フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02B 3/18 E02B 3/12 B09B 1/00 Front page continued (58) Fields surveyed (Int.Cl. 7 , DB name) E02B 3/18 E02B 3/12 B09B 1/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 シートの一端に重錘を取り付け、さらに
このシートの上面に複数本のフレキシブルなチューブを
取り付け、このシートを敷設域に展張し、その各チュー
ブに経時硬化性の流体材料を注入することにより、シー
トの端部から順次敷設域の底面形状に沿って密着させ、
その硬化後の流体材料の重量によってシートを敷設域に
固定させることを特徴とする水底面のシートの敷設工
法。
1. A weight is attached to one end of a sheet, a plurality of flexible tubes are attached to an upper surface of the sheet, the sheet is spread in a laying area, and a time-curable fluid material is injected into each tube. By doing so, the sheets are brought into close contact with one another along the bottom surface shape of the laying region,
A method for laying a sheet on a water bottom, characterized in that the sheet is fixed to the laying area by the weight of the fluid material after curing.
【請求項2】 請求項1において、チューブの先端を開
放端とし、注入させた流体材料がその開放端から流出し
て開放端を敷設域に固着させることを特徴とする水底面
のシートの敷設工法。
2. The laying of a water bottom sheet according to claim 1, wherein the tip of the tube is an open end, and the injected fluid material flows out from the open end to fix the open end to the laying area. Construction method.
JP21117293A 1993-08-26 1993-08-26 Underwater sheet laying method Expired - Lifetime JP3411630B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21117293A JP3411630B2 (en) 1993-08-26 1993-08-26 Underwater sheet laying method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21117293A JP3411630B2 (en) 1993-08-26 1993-08-26 Underwater sheet laying method

Publications (2)

Publication Number Publication Date
JPH0762629A JPH0762629A (en) 1995-03-07
JP3411630B2 true JP3411630B2 (en) 2003-06-03

Family

ID=16601605

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21117293A Expired - Lifetime JP3411630B2 (en) 1993-08-26 1993-08-26 Underwater sheet laying method

Country Status (1)

Country Link
JP (1) JP3411630B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000212929A (en) * 1999-01-27 2000-08-02 Ohmoto Gumi Co Ltd Method of containing sludge
JP4387830B2 (en) * 2004-02-23 2009-12-24 太陽工業株式会社 Waste disposal site and impermeable layer

Also Published As

Publication number Publication date
JPH0762629A (en) 1995-03-07

Similar Documents

Publication Publication Date Title
CN1442342A (en) Under water flexible raft laying engineering ship and under water flexible raft laying technology
US6375387B1 (en) Method for securing, stabilizing and recovering areas of land and subsoil above and below water
JP3411630B2 (en) Underwater sheet laying method
AU2021312042A1 (en) Method for installing at least one mooring line of a floating installation in a body of water and associated floating installation
KR102097580B1 (en) A Method for the Construction of Offshore Structures Using General Concrete
JP4562055B2 (en) Steel sheet pile impermeable structure
GB1367881A (en) Hydraulic engineering installations
JP3543280B2 (en) How to improve soft undersea ground
JP2632875B2 (en) Rubber sheet laying method at marine waste disposal site
JPS60129317A (en) Method of laying cover sheet over weir body
JPS633095B2 (en)
JP4114512B2 (en) Reservoir sand discharging method and sand discharging device
JP3738101B2 (en) Water bottom laying sheet
JPH07127038A (en) Water barrier sheet laying method
JP4114565B2 (en) Reservoir sand removal equipment
US3075357A (en) Soil consolidator
JP3788638B2 (en) Seabed ground protection method
GB2065205A (en) Protection of underwater structures
JPS6157705A (en) Method of laying covering sheet on reclaiming land
JPH07127035A (en) Water bottom laying sheet
JPS6411765B2 (en)
KR100261880B1 (en) Method for laying submarine pipeline
JPH01304211A (en) Execution of submerged breakwater with flexible construction
JP3639893B2 (en) How to install underwater sheet
JP2004324355A (en) Method and device for scouring soil and sand in storage reservoir

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

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

Free format text: PAYMENT UNTIL: 20120320

Year of fee payment: 9

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

Free format text: PAYMENT UNTIL: 20140320

Year of fee payment: 11

EXPY Cancellation because of completion of term