JPS59220508A - Laying work of sand-bag mat - Google Patents

Laying work of sand-bag mat

Info

Publication number
JPS59220508A
JPS59220508A JP9253783A JP9253783A JPS59220508A JP S59220508 A JPS59220508 A JP S59220508A JP 9253783 A JP9253783 A JP 9253783A JP 9253783 A JP9253783 A JP 9253783A JP S59220508 A JPS59220508 A JP S59220508A
Authority
JP
Japan
Prior art keywords
sand
water
mat
sand bag
supply pipe
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
Application number
JP9253783A
Other languages
Japanese (ja)
Other versions
JPS6325122B2 (en
Inventor
Chikara Isogawa
五十川 千加良
Yoshio Matsumuro
松室 能生
Atsushi Hamada
浜田 惇
Yasuhiko Izumi
泉 保彦
Masashi Tanaka
政志 田中
Toru Matsushita
徹 松下
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)

Abstract

PURPOSE:To lay sand-bag mats with good efficiency by a method in which water is supplied into sand-bag mats, which are laid on the bottom under water, and sand is supplied into the mats and water is discharged. CONSTITUTION:While supplying water into sand-bag mats 2 through a pump 6 and a water supply pipe 7 from a sand mat ship 1, the ship 1 is moved and the mats 2 are laid on the bottom G under water. The water supply pipe 7 is removed out, a sand supply pipe 10 is connected to the mats 2, and a mixture of sand S and water is supplied into the mats 2 through a pump 11 and a sand supply pipe 10 from the ship 1. When a given amount of sand S is packed into the mats 2, an inlet metal 3 and an outlet metal 4 attahed to both ends 2a and 2b of the mat 2 are removed out for recovery, and both ends of the mat 2 are sealed up.

Description

【発明の詳細な説明】 この発明は砂袋マットの敷設工法に係わり、更に詳しく
は、砂袋マン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 sandbag mats, and more particularly, to a method for laying sandbag mats that can efficiently lay sandbag mantles on the bottom of water.

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1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ット
に砂を充填したり、或いは縫合された単体若しくは複数
個の袋状に形成さた砂袋マットに砂を充填し、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
袋マットの敷設工法が知られている。
Conventionally, in order to protect riverbeds, seabeds, and the ground in contact with water from erosion or scouring caused by river water and sea waves, sand was filled into sand bag mats woven into bag-shaped synthetic fiber threads. A method of laying sand bag mats is to fill sand into a sand bag mat formed into a single bag or a plurality of bags that are sewn together, and then to lay the sand bag mat for protection of seawalls, breakwaters, and riverbank foundation work. 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
砂袋マットを河床又は海底に沈める場合、該砂袋マント
内に空気が入る為に砂袋マットが浮上してしまうので、
潜水夫が棒等で砂袋マントを押し込み、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 described above, when a bag-shaped sand bag mat is sunk in a river bed or the seabed, air enters the sand bag mantle and the sand bag mat floats to the surface.
The method used was for the diver to push the sandbag cloak in with a stick, etc., and lay it down 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、砂袋マントを効率良く沈めることができないと言う
問題があった。
However, such laying work requires a lot of time and effort, and there is a problem in that the sand bag mantle cannot be sunk efficiently.

この発明は、係る従来の問題與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ットを効率よく、
しかも安全に敷設することが出来る砂袋マットの敷設工
法を提供するものである。
This invention was devised by paying attention to such conventional problems, and its purpose is to efficiently use sand bag mats.
Furthermore, the present invention provides a method for laying sand bag mats that can be laid safely.

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ットを敷設するこ
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ット船上で、不透水性
の砂袋マン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 inlet fittings and outlet fittings to both ends of the impermeable sand bag cloak on a sand mat boat floating on the water surface.

(2)、前記出口金具を取り付けた砂袋マットの出口金
具を水底の所定位置に設置し、この出口金具に水面に浮
上する潜水船に接続された給水パイプを接続する工程。
(2) The step of installing the outlet fitting of the sand bag mat with the outlet fitting attached thereto at a predetermined position on the water bottom, and connecting the water supply pipe connected to the submersible floating on the water surface to this outlet fitting.

(3)、前記潜水船から給水パイプを介して砂袋マント
内に水を注水すると共に、砂袋マットの敷設方向に沿っ
てサンドマット船を移動させ、更にサンドマット船から
垂設した押えローラにより砂袋マット内の空気を排出さ
せながら砂袋マットを水底側に押え敷設する工程。
(3) Water is injected into the sand bag mantle from the submersible through the water supply pipe, and the sand mat ship is moved along the laying direction of the sand bag mat, and a presser roller is installed vertically from the sand mat ship. The process of pressing and laying the sand bag mat on the bottom side of the water while expelling the air inside the sand bag mat.

(4)、砂袋マント内に水が満水になった時点で水の注
水を停止し、かつ前記水底に砂袋マントの敷設が完了し
たのち、砂袋マットの他端側に取り付けである入口金具
を水底に固定する工程。
(4) Stop the water injection when the sandbag mantle is full of water, and after the sandbag mantle has been laid on the bottom of the water, the entrance is attached to the other end of the sandbag mat. The process of fixing the metal fittings to the bottom of the water.

(5)、前記砂袋マン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、他端例の入口金具に水面に
浮上するサンドマット船に接続するサンド供給パイプを
接続する工程。
(5) The step of removing the water supply pipe connected to the outlet fitting of the sand bag cloak and connecting the sand supply pipe connected to the sand mat boat floating on the water surface to the inlet fitting of the other end.

(6)、前記砂袋マット内にサンドマット船からサンド
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ッ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)、砂袋マッ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、砂袋マットの両端を封止する工程。
(7) After the sand bag mat is filled with a predetermined amount of sand, the inlet and outlet fittings attached to both ends of the sand bag are removed and collected, and both ends of the sand bag mat are sealed. .

以下添付図面に基いて、この発明の詳細な説明する。The present invention will be described in detail below based on the accompanying drawings.

先ず水面Wに浮上するサンドマット船l上で、該サンド
マント船1上に積載された不透水性の複数本の砂袋マッ
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
ット2の一端側2aを持って水底Gの所定位置に設置す
る。
First, on a sand mat boat l 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 cloak boat 1, and As shown in FIGS. 1 to 3, a diver M gets off the submersible vessel 5, 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8面Wに浮上するサンドマッ
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ット船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
ット2内に水を注水するのであるが、これと同時に各砂
袋マット2の敷設方向に沿ってサンドマット船1を移動
さる。
Next, one end of a water supply pipe 7 connected via a pump 6 to the sand mat boat 1 floating on the surface W of water 8 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.

マタこの時、第5図に示すようにサンドマット船l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
ット2の長手方向に沿ってその上面を順次押し下げ、水
の注入によって砂袋マット2内の空気を抜くと同時に重
量の大きくなった砂袋マット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 ship l via a wire 8, and the sand is sanded by injecting water. At the same time as the air inside the bag mat 2 is removed, the sand bag mat 2 whose weight has increased is sequentially laid down at a predetermined position on the water bottom G.

び第5図は砂袋マッ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
ット内に水が満水になった時点の作業状態を示す説明図
、第7図は砂袋マッ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。
and Fig. 5 are explanatory diagrams showing the work of pouring water into the sandbag mat and submerging it with a presser roller, and Fig. 6 is an explanatory diagram showing the work state when the sandbag mat is filled with water. , Figure 7 is an explanatory diagram of filling the sand bag mat with sand, Figure 8 is an enlarged sectional view of the entrance fitting when filling with sand, and Figure 9 is an enlarged view of the outlet fitting when filling with sand. FIG.

1・・サンドマット船 2・・砂袋マット 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 代理人 弁理士 小 川 信 − 弁理士 野 口 賢 照 弁理士 斎 下、和 彦 (9)1. Sand mat ship 2. Sand bag mat 3. Entrance fittings 4. Exit metal fittings 5. Submersible 7. Water supply pipe, 9. Presser roller 10...Sand supply pipe W...Water surface, G...Bottom, S...Sand Agent: Patent Attorney Nobuo Kogawa - Patent attorney Kenteru Noguchi Patent attorney Saishita, Kazuhiko (9)

Claims (1)

【特許請求の範囲】 この発明は以下のような各工程順序で少なくとも一本以
上の砂袋マットを敷設することを特徴とする砂袋マット
の敷設工法。 (1)、水面に浮上するサンドマット船上で、不透水性
の砂袋マッ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ントの出口金
具側を水底の所定位置に設置し、この出口金具に水面に
浮上する潜水船に接続された給水パイプを接続する工程
。 (3)、前記潜水船から給水パイプを介して砂袋マット
内に水を注水すると共に、砂袋マットの敷設方向に沿っ
てサンドマント船を移動させ、更にサンドマント船から
垂設した押えローラにより砂袋マット内の空気を排出さ
せながら砂袋マットを水底側に押え敷設する工程。 (4)、砂袋マット内に水が満水になった時点で水の注
水を停止し、かつ前記水底に砂袋マットの敷設が完了し
たのち、砂袋マットの他端側に取り付けである入口金具
を水底に固定する工程。 (5)、前記砂袋マン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、他端例の入口金具に水面に
浮上するサンドマント船に接続するサンド供給パイプを
接続する工程。 (6)、前記砂袋マット内にサンドマント船からサンド
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ット内の水を押し出す工程。 (7)、砂袋マント内に所定量の砂が充填された後、砂
袋マン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、砂袋マットの両端を封止する
工程。
[Scope of Claims] The present invention provides a method for laying sand bag mats, which is characterized in that at least one sand bag mat is laid in the following steps. (1) The process of attaching inlet fittings and outlet fittings to both ends of the impermeable sand bag mat on the sand mat boat floating on the water surface. (2) The step of installing the outlet fitting side of the sandbag cloak with the outlet fitting attached at a predetermined position on the water bottom, and connecting the water supply pipe connected to the submersible floating on the water surface to this outlet fitting. (3) Water is injected into the sand bag mat from the submersible through the water supply pipe, and the sand cloak ship is moved along the laying direction of the sand bag mat, and a presser roller is hung vertically from the sand bag mat. The process of pressing and laying the sand bag mat on the bottom side of the water while expelling the air inside the sand bag mat. (4) Stop the water injection when the sand bag mat is full of water, and after the sand bag mat has been laid on the bottom of the water, the entrance is installed on the other end of the sand bag mat. The process of fixing the metal fittings to the bottom of the water. (5) The step of removing the water supply pipe connected to the outlet fitting of the sand bag cloak, and connecting the sand supply pipe connected to the sand cloak boat floating on the water surface to the inlet fitting at the other end. (6) A step of sequentially supplying and filling the sand bag mat with a mixture of sand and water from a sand cloak ship through a sand supply pipe, and at the same time pushing out the water in the sand bag mat. (7) After the sand bag mantle is filled with a predetermined amount of sand, the inlet and outlet fittings attached to both ends of the sand bag mantle are removed and collected, and both ends of the sand bag mat are sealed. Process.
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 true JPS59220508A (en) 1984-12-12
JPS6325122B2 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046553A (en) * 2013-01-30 2013-04-17 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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046553A (en) * 2013-01-30 2013-04-17 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
JPS6325122B2 (en) 1988-05-24

Similar Documents

Publication Publication Date Title
US3793845A (en) Apparatus and method for anchoring submerged conduit
US1421857A (en) Method of constructing subaqueous concrete structures
CN105539745B (en) A kind of sea environment-friendly Engineering Service ship
CN205822279U (en) A kind of marine structure anti-scouring system
CA1039523A (en) Tremie tube
CN109881634A (en) A kind of flood season dike breach rapid rescue method shut off using geosynthetics
JPS59220508A (en) Laying work of sand-bag mat
JPH11323936A (en) Banking structure and stabilizing construction method therefor
CN107165124A (en) A kind of deep water soft raft is to drawing laying construction method
JPH0540103Y2 (en)
US4693632A (en) System and method for controlling erosion of a shoreline
CN208917763U (en) Well is enclosed in a kind of anti-piping
CN1060833C (en) Construction technique for water bottom building of dike (dam) in deepwater region
CA1175245A (en) Method of forming an elevation partially or entirely under water, and an elevation formed by this method
US4664557A (en) Method and apparatus for constructing an underwater fill
CN108750031A (en) Wind wave prevention marine devices and its working method
JPS60156826A (en) Protection work of slope surface and net-bag used therefor
CN113897901B (en) Construction method for dike in tidal zone based on mud filling pipe bag
JPH0647973Y2 (en) Repair structure for scouring part of rubble mound for mixed dike
EP0154951A2 (en) Method and apparatus for constructing an underwater fill
RU2014380C1 (en) Screen for protection of water from pollution with ground during underwater earth-moving work
WO1981001719A1 (en) A method of manufacturing a protective device against the erosion of the bottoms of seas and lakes,of banks,bank revetments and the like
Rankilor The design of a two-layer permeable membrane/webbing filter system for a marine causeway wave defence system in the Gulf of Arabia
RU2090696C1 (en) Device for gathering of oil from water surface
WO1991011564A1 (en) Emplacement of foraminous piping in non-cohesive subsoils