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JPS6325122B2 - - Google Patents
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JPS6325122B2 - - Google Patents

Info

Publication number
JPS6325122B2
JPS6325122B2 JP9253783A JP9253783A JPS6325122B2 JP S6325122 B2 JPS6325122 B2 JP S6325122B2 JP 9253783 A JP9253783 A JP 9253783A JP 9253783 A JP9253783 A JP 9253783A JP S6325122 B2 JPS6325122 B2 JP S6325122B2
Authority
JP
Japan
Prior art keywords
mat
sand
water
sand bag
sandbag
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
Application number
JP9253783A
Other languages
Japanese (ja)
Other versions
JPS59220508A (en
Inventor
Chikayoshi Isogawa
Yoshio Matsumuro
Atsushi Hamada
Yasuhiko Izumi
Masashi Tanaka
Tooru Matsushita
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.)
Toa Corp
Original Assignee
Toa Corp
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 Toa Corp filed Critical Toa Corp
Priority to JP9253783A priority Critical patent/JPS59220508A/en
Publication of JPS59220508A publication Critical patent/JPS59220508A/en
Publication of JPS6325122B2 publication Critical patent/JPS6325122B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/127Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 この発明は砂袋マツトの敷設工法に係わり、更
に詳しくは、砂袋マツトを効率良く水底に敷設す
ることが出来る敷設工法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for laying sand bag mats, and more particularly to a method for laying sand bag mats on the bottom of water efficiently.

従来、河川の水勢や海面の波浪による侵食また
は洗掘から河床、海底及び咄水に接する地上部分
の地盤を保護するため、合成繊維の糸状物で袋状
に織成した砂袋マツトに砂を充填したり、或いは
縫合された単体若しくは複数個の袋状に形成され
た砂袋マツトに砂を充填し、これを護岸、防波堤
の保護、河岸の基礎工事用として敷設する砂袋マ
ツトの敷設工法が知られている。
Traditionally, in order to protect the river bed, the seabed, and the ground in contact with fresh water from erosion or scouring caused by river water and sea waves, sand was filled into sand bag mats made of synthetic fiber threads. A method of laying sand bag mats is to fill sand bag mats in the form of a single or multiple bags that are sewn together or sewn together, and then lay them for protection of sea walls, breakwaters, and foundation work for riverbanks. Are known.

ところで上記のような従来の敷設工法として
は、袋状の砂袋マツトを河床又は海底に沈める場
合、該砂袋マツト内に空気が入る為に砂袋マツト
が浮上してしまうので、潜水夫が棒等で砂袋マツ
トを押し込み、空気を排出させながら敷設する手
段が行なわれていた。
By the way, in the conventional laying method as mentioned above, when a bag-shaped sand bag pine is sunk into a river bed or the seabed, air enters the sand bag pine and the sand bag pine floats to the surface, so it is difficult for a diver to sink it. The method used was to push the sand bag mats in with a stick or the like and lay them while expelling the air.

然し乍ら、このような敷設作業は多くの時間と
手間を要し、砂袋マツトを効率良く沈めることが
できないと言う問題があつた。
However, this kind of laying work requires a lot of time and effort, and there is a problem in that the sandbag mats cannot be sunk efficiently.

この発明は、係る従来の問題点に着目して案出
されたもので、その目的とするところは砂袋マツ
トを効率よく、しかも安全に敷設することが出来
る砂袋マツトの敷設工法を提供するものである。
This invention was devised by focusing on the conventional problems, and its purpose is to provide a method for laying sand bag mats that can efficiently and safely lay sand bag mats. It is something.

この発明は上記目的を達成するため、以下のよ
うな各工程順序で少なくとも一本以上の砂袋マツ
トを敷設することを要旨とするものである。
In order to achieve the above object, the gist of the present invention is to lay at least one sandbag mat in the following steps.

(1) 水面に浮上するサンドマツト船上で、不透水
性の砂袋マツトの両端部に入口金具及び出口金
具を取り付ける工程。
(1) The process of attaching the inlet and outlet fittings to both ends of the impermeable sand bag mat on board the sand mat that floats on the surface of the water.

(2) 前記出口金具を取り付けた砂袋マツトの出口
金具を水底の所定位置に設置し、この出口金具
に水面に浮上するサンドマツト船に接続された
給水パイプを接続する工程。
(2) A step of installing the outlet fitting of the sand bag mat to which the outlet fitting is attached at a predetermined position on the bottom of the water, and connecting the water supply pipe connected to the sand bag mat boat floating on the water surface to this outlet fitting.

(3) 前記サンドマツト船から給水パイプを介して
砂袋マツト内に水を注水すると共に、砂袋マツ
トの敷設方向に沿つてサンドマツト船を移動さ
せ、更にサンドマツト船から垂設した押えロー
ラにより砂袋マツト内の空気を排出させながら
砂袋マツトを水底側に押え敷設する工程。
(3) Water is injected into the sand bag mat from the sand mat ship through the water supply pipe, and the sand bag ship is moved along the direction in which the sand bag mat is laid, and the sand bag is removed using a presser roller suspended from the sand mat ship. The process of laying down the sand bag mat on the bottom side of the water while expelling the air inside the mat.

(4) 砂袋マツト内に水が満水になつた時点で水の
注水を停止し、かつ前記水底に砂袋マツトの敷
設が完了したのち、砂袋マツトの他端側に取り
付けてある入口金具を水底に固定する工程。
(4) Stop water injection when the sandbag mat is full of water, and after the sandbag mat has been laid on the bottom of the water, the inlet fitting attached to the other end of the sandbag mat The process of fixing the water to the bottom of the water.

(5) 前記砂袋マツトの出口金具に接続されている
給水パイプを取り外すと共に、他端側の入口金
具に水面に浮上するサンドマツト船に接続する
サンド供給パイプを接続する工程。
(5) A step of removing the water supply pipe connected to the outlet fitting of the sand bag mat, and connecting the sand supply pipe connected to the sand mat boat floating on the water surface to the inlet fitting on the other end side.

(6) 前記砂袋マツト内にサンドマツト船からサン
ド供給パイプを介して砂と水との混合物を順次
供給して充填させると同時に砂袋マツト内の水
を押し出す工程。
(6) A step of sequentially supplying and filling the sand bag mat with a mixture of sand and water from a sand mat ship through a sand supply pipe, and at the same time pushing out the water in the sand bag mat.

(7) 砂袋マツト内に所定量の砂が充填された後、
砂袋の両端に取り付けられている入口金具と出
口金具とを取り外して回収し、砂袋マツトの両
端を封止する工程。
(7) After the specified amount of sand is filled into the sand bag mat,
The process of removing and collecting the inlet and outlet fittings attached to both ends of the sand bag and sealing both ends of the sand bag mat.

以下添付図面に基いて、この発明の実施例を説
明する。
Embodiments of the present invention will be described below based on the accompanying drawings.

先ず水面Wに浮上するサンドマツト船1上で、
該サンドマツト船1上に積載された不透水性の複
数本の砂袋マツト2の両端部に入口金具3及び出
口金具4をそれぞれ取り付け、そして第1図〜第
3図に示すように潜水船5から降りた潜水夫Mが
前記出口金具4を取り付けた砂袋マツト2の一端
側2aを持つて水底Gの所定位置に設置する。
First, on the sand mat boat 1 floating on the water surface W,
An inlet fitting 3 and an outlet fitting 4 are respectively attached to both ends of a plurality of impermeable sand bag mats 2 loaded on the sand mat boat 1, and a submersible boat 5 is installed as shown in FIGS. 1 to 3. A diver M who has gotten off the sandbag mat 2 holds one end 2a of the sandbag mat 2 to which the outlet fitting 4 is attached, and sets it at a predetermined position on the bottom G.

次に前記出口金具4に、水面Wに浮上するサン
ドマツト船1にポンプ6を介して接続された給水
パイプ7の一端を接続する。そしてこのサンドマ
ツト船1から第4図に示すようにポンプ6及び給
水パイプ7を介して砂袋マツト2内に水を注水す
るのであるが、これと同時に各砂袋マツト2の敷
設方法に沿つてサンドマツト船1を移動さる。
Next, one end of a water supply pipe 7, which is connected via a pump 6 to the sandboat boat 1 floating on the water surface W, is connected to the outlet fitting 4. Water is then injected from the sand mat ship 1 into the sand bag mats 2 through the pump 6 and water supply pipe 7 as shown in FIG. Move sand mat ship 1.

またこの時、第5図に示すようにサンドマツト
船1からワイヤ8を介して垂設された押えローラ
9により砂袋マツト2の長手方向に沿つてその上
面を順次押し下げ、水の注入によつて砂袋マツト
2内の空気を抜くと同時に重量の大きくなつた砂
袋マツト2は水底Gの所定位置に順次敷設される
のである。
At this time, as shown in FIG. 5, the upper surface of the sand bag mat 2 is successively pushed down along the longitudinal direction by a presser roller 9 suspended from the sand mat boat 1 via a wire 8, and water is injected into the sand bag mat 2. As the air inside the sand bag mats 2 is removed, the sand bag mats 2, which have increased in weight, are sequentially laid down at predetermined positions on the water bottom G.

このようにして砂袋マツト2内全体に水が満水
になつた時点で前記ポンプ6の駆動モータ(図示
せず)の駆動を停止して水の注水を停止し、また
水底Gに砂袋マツト2の敷設を完了させる。
In this way, when the sand bag mat 2 is completely filled with water, the drive motor (not shown) of the pump 6 is stopped to stop water injection, and the sand bag mat is placed on the water bottom G. Complete the installation of step 2.

次に、砂袋マツト2の他端側2bに取り付けら
れた入口金具3を水底Gの所定位置に固定し、ま
た一方第6図に示すように前記砂袋マツト2の一
端側2aに接続されている給水パイプ7を取り外
すと共に、第7図〜第9図に示すように他端側2
bの入口金具3に水面Wに浮上するサンドマツト
船1に接続するサンド供給パイプ10を接続さ
せ、前記砂袋マツト2内にサンドマツト船1から
ポンプ11及びサンド供給パイプ10を介して砂
Sと水との混合物を順次供給して充填し、これと
同時に砂袋マツト2内の水を押し出すものであ
る。
Next, the inlet fitting 3 attached to the other end side 2b of the sand bag mat 2 is fixed at a predetermined position on the water bottom G, and the inlet fitting 3 attached to the one end side 2a of the sand bag mat 2 is fixed as shown in FIG. At the same time, remove the water supply pipe 7 from the other end side 2 as shown in Figs.
A sand supply pipe 10 connected to the sand mat boat 1 floating on the water surface W is connected to the inlet fitting 3 of b, and sand S and water are supplied from the sand mat boat 1 into the sand bag mat 2 through the pump 11 and the sand supply pipe 10. The sand bag mat 2 is filled with a mixture of the sand bag mat 2 and the sand bag mat 2.

このようにして砂袋マツト2内に所定量の砂S
が充填された後、砂袋マツト2の両端2a,2b
に取り付けられている入口金具3と出口金具4と
を取り外して回収し、砂袋マツト2の両端を封止
するものである。
In this way, a predetermined amount of sand S is placed inside the sand bag mat 2.
After filling the sand bag mat 2, both ends 2a, 2b
The inlet fitting 3 and outlet fitting 4 attached to the sand bag mat 2 are removed and collected, and both ends of the sandbag mat 2 are sealed.

このような作業を順次繰り返し行うことによ
り、水底Gの所定位置に砂袋マツト2を効率良く
敷設することが出来るものである。
By repeating such operations one after another, the sand bag mat 2 can be efficiently laid at a predetermined position on the water bottom G.

なおこの発明に係る砂袋マツト2は、河川の水
勢や海面の波浪による侵食または洗掘から河床、
海底及び咄水に接する地上部分の地盤等あらゆる
場所に使用することが可能である。
In addition, the sand bag pine 2 according to the present invention is free from erosion or scouring caused by the water force of rivers and waves on the sea surface.
It can be used anywhere, including on the seabed and on the ground in contact with fresh water.

この発明は上記のように、各工程順序で少なく
とも一本以上の砂袋マツトを敷設するようにした
為、砂袋マツトを効率よく、しかも安全に敷設す
ることが出来る効果がある。
As described above, this invention has the effect that at least one sand bag mat is laid in each process order, so that the sand bag mat can be laid efficiently and safely.

また構成が簡単であるため、安価に製作できる
とともにメンテナンスも容易である。
Moreover, since the structure is simple, it can be manufactured at low cost and maintenance is also easy.

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

第1図は出口金具を水底に固定する作業状態を
示す説明図、第2図は第1図の入口金具を取り付
けた状態の拡大平面図、第3図は第1図の出口金
具を取り付けた状態の説明図、第4図及び第5図
は砂袋マツト内に水を注水しながら、かつ押えロ
ーラにより沈める作業を示す説明図、第6図は砂
袋マツト内に水が満水になつた時点の作業状態を
示す説明図、第7図は砂袋マツト内に砂を充填し
ている時の説明図、第8図は砂詰め時に於ける入
口金具の拡大断面図、第9図は砂詰め時に於ける
出口金具の拡大断面図である。 1……サンドマツト船、2……砂袋マツト、3
……入口金具、4……出口金具、5……潜水船、
7……給水パイプ、9……押えローラ、10……
サンド供給パイプ、W……水面、G……水底、S
……砂。
Figure 1 is an explanatory diagram showing the working state of fixing the outlet fitting to the bottom of the water, Figure 2 is an enlarged plan view of the inlet fitting shown in Figure 1 installed, and Figure 3 is an illustration showing the state in which the outlet fitting shown in Figure 1 is installed. An explanatory diagram of the state, Figures 4 and 5 are explanatory diagrams showing the work of pouring water into the sand bag mat and submerging it with a presser roller, and Figure 6 is an explanatory diagram showing the work in which the sand bag mat is filled with water. An explanatory diagram showing the working state at the time, Fig. 7 is an explanatory diagram when filling the sand bag mat with sand, Fig. 8 is an enlarged cross-sectional view of the entrance fitting during sand filling, and Fig. 9 is an explanatory diagram showing the sand bag mat being filled with sand. FIG. 3 is an enlarged cross-sectional view of the outlet fitting during filling. 1...Sandmattu ship, 2...Sandbukuromatsuto, 3
...Inlet fitting, 4...Outlet fitting, 5...Submersible,
7... Water supply pipe, 9... Presser roller, 10...
Sand supply pipe, W...water surface, G...water bottom, S
……sand.

Claims (1)

【特許請求の範囲】 1 以下の各工程順序で少なくとも一本以上の砂
袋マツトを敷設することを特徴とする砂袋マツト
の敷設工法。 (1) 水面に浮上するサンドマツト船上で、不透水
性の砂袋マツトの両端部に入口金具及び出口金
具を取り付ける工程。 (2) 前記出口金具を取り付けた砂袋マツトの出口
金具側を水底の所定位置に設置し、この出口金
具に水面に浮上するサンドマツト船に接続され
た給水パイプを接続する工程。 (3) 前記サンドマツト船から給水パイプを介して
砂袋マツト内に水を注水すると共に、砂袋マツ
トの敷設方向に沿つてサンドマツト船を移動さ
せ、更にサンドマツト船から垂設した押えロー
ラにより砂袋マツト内の空気を排出させながら
砂袋マツトを水底側に押え敷設する工程。 (4) 砂袋マツト内に水が満水になつた時点で水の
注水を停止し、かつ前記水底に砂袋マツトの敷
設が完了したのち、砂袋マツトの他端側に取り
付けてある入口金具を水底に固定する工程。 (5) 前記砂袋マツトの出口金具に接続されている
給水パイプを取り外すと共に、他端側の入口金
具に水面に浮上するサンドマツト船に接続する
サンド供給パイプを接続する工程。 (6) 前記砂袋マツト内にサンドマツト船からサン
ド供給パイプを介して砂と水との混合物を順次
供給して充填させると同時に砂袋マツト内の水
を押し出す工程。 (7) 砂袋マツト内に所定量の砂が充填された後、
砂袋マツトの両端に取り付けられている入口金
具と出口金具とを取り外して回収し、砂袋マツ
トの両端を封止する工程。
[Scope of Claims] 1. A method for laying sandbag pine, which comprises laying at least one sandbag pine in the following steps. (1) The process of attaching the inlet and outlet fittings to both ends of the impermeable sand bag mat on board the sand mat that floats on the surface of the water. (2) The step of installing the outlet fitting side of the sandbag mat with the outlet fitting attached at a predetermined position on the water bottom, and connecting the water supply pipe connected to the sandbag mat boat floating on the water surface to this outlet fitting. (3) Water is injected into the sand bag mat from the sand mat ship through the water supply pipe, and the sand bag ship is moved along the direction in which the sand bag mat is laid, and the sand bag is removed using a presser roller suspended from the sand mat ship. The process of laying down the sand bag mat on the bottom side of the water while expelling the air inside the mat. (4) Stop water injection when the sandbag mat is full of water, and after the sandbag mat has been laid on the bottom of the water, the inlet metal fitting attached to the other end of the sandbag mat The process of fixing the water to the bottom of the water. (5) A step of removing the water supply pipe connected to the outlet fitting of the sand bag mat, and connecting the sand supply pipe connected to the sand mat boat floating on the water surface to the inlet fitting on the other end side. (6) A step of sequentially supplying and filling the sand bag mat with a mixture of sand and water from a sand mat ship through a sand supply pipe, and at the same time pushing out the water in the sand bag mat. (7) After the specified amount of sand is filled into the sand bag mat,
The process of removing and collecting the inlet and outlet fittings attached to both ends of the sandbag mat, and sealing both ends of the sandbag mat.
JP9253783A 1983-05-27 1983-05-27 Laying work of sand-bag mat Granted JPS59220508A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9253783A JPS59220508A (en) 1983-05-27 1983-05-27 Laying work of sand-bag mat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9253783A JPS59220508A (en) 1983-05-27 1983-05-27 Laying work of sand-bag mat

Publications (2)

Publication Number Publication Date
JPS59220508A JPS59220508A (en) 1984-12-12
JPS6325122B2 true JPS6325122B2 (en) 1988-05-24

Family

ID=14057114

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9253783A Granted JPS59220508A (en) 1983-05-27 1983-05-27 Laying work of sand-bag mat

Country Status (1)

Country Link
JP (1) JPS59220508A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046553B (en) * 2013-01-30 2014-09-03 安徽水利开发股份有限公司 Method for carrying out deepwater laying on large-volume reinforced mud-filling tubular bags by using geotextiles-laying vessels

Also Published As

Publication number Publication date
JPS59220508A (en) 1984-12-12

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