JP4148737B2 - Installation method to the bottom of the bag body filled with earth and sand or a mixture of earth and sand and solidification material - Google Patents

Installation method to the bottom of the bag body filled with earth and sand or a mixture of earth and sand and solidification material Download PDF

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Publication number
JP4148737B2
JP4148737B2 JP2002274744A JP2002274744A JP4148737B2 JP 4148737 B2 JP4148737 B2 JP 4148737B2 JP 2002274744 A JP2002274744 A JP 2002274744A JP 2002274744 A JP2002274744 A JP 2002274744A JP 4148737 B2 JP4148737 B2 JP 4148737B2
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Prior art keywords
sand
earth
water
bag
mixture
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JP2002274744A
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JP2004108085A (en
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順一 浜砂
豊 西川
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Toa Corp
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Toa Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、土砂又は土砂と固化材との混合物を袋詰めにした土砂又は土砂と固化材との混合物を詰めた袋体を水底の所定の位置に静かに設置する土砂又は土砂と固化材との混合物を詰めた袋体の水底への設置方法に関する。
【0002】
【従来の技術】
従来、水底にマウンド状構造体を作るため、土砂又は土砂とセメント等の固化材を混合した未固化体を布袋等の袋に中詰めし、水底の所定の位置に投下する種々の方法がとられている。
【0003】
例えば、外国で行なわれている方法では、スプリットタイプの土運船の中で、土砂を袋詰めにして、水底に投下しているが、水底まで落下した時に生ずる衝撃に耐えるための充分な強度を有する高価な袋が必要で非経済的であるだけでなく、所定の位置に設置するのが難しく、しかも衝撃で袋が破損する欠点があった。
【0004】
また、1トン程度の土砂を布袋に入れ、その土砂入り袋体を、袋ごと吊って水底に設置するか、またはその袋体を海中に投棄する方法も取られているが、中詰めの土砂の重量を袋で直に受けるため、それに耐える袋が必要となり、かなり高価な工法となっている。
【0005】
【発明が解決しようとする課題】
本発明は、袋の強度を最低限にして、水底の所定の位置に静かに設置することができ、経済的で、しかも確実性のある土砂又は土砂と固化材との混合物を詰めた袋体の水底への設置方法を提供する。
【0006】
【課題を解決するための手段】
本発明は、台船又は浮体内に設けた上下貫通空間部、又は2台の台船又は浮体間に位置させた水密の水槽内の水中で土砂又は土砂と固化材との混合物を袋詰めし、水槽をはさんだ両側の台船又は浮体上にそれぞれ設けたウインチにより水槽を水底に向け降下させ、水底に近い位置で水槽を傾斜させるか、又は水槽を中央で二つ割りにして開放することにより、土砂又は土砂と固化材との混合物を詰めた袋体を水底に降下させる土砂又は土砂と固化材との混合物を詰めた袋体の水底への設置方法からなる。
【0007】
またさらに、本発明はその際に、水密の水槽に代えて底板または底板の周囲に網状や格子状のものを使用する土砂又は土砂と固化材との混合物を詰めた袋体の水底への設置方法をもその特徴としている。
【0008】
【発明の実施の形態】
以下図面を参照して本発明の土砂又は土砂と固化材との混合物を詰めた袋体の水底への設置方法の各実施の形態につき説明する。
【0009】
図1、図2及び図3はその一実施形態における土砂を詰めた袋体のスライド式設置方法を示す概略側面図であり、台船5の中央部にあけた4辺形の上下貫通空間部6または台船5の一舷側に設けた4片形状の上下貫通空間部6、さらには2台の台船5,5の間に設けた空間部6に、適宜な大きさの平面状の載置台7を、その左右に設けたウインチ8,8 を通過する吊りワイヤー9により吊下し、その載置台7上に不織布又は織布等の透水性の袋2を置き、その載置台7上において水上で土砂等を袋詰めし、その袋2を閉じた土砂を詰めた袋体3を載置した載置台7を図1のように台船5上の適宜な4点の位置から適宜なウインチ8で吊り下げ、それらのウインチ8により載置台7を水底に向け図2に示すように水平に降下させ、水底Bに近い位置で図3で示すように載置台7の片方のウインチ8の吊りワイヤー9を伸ばし、載置台7の片方を水底Bに近づけ、次に他方のウインチ8の吊りワイヤー9を巻き上げながら台船5をF方向に移動することにより、土砂を詰めた袋体3を載置台7上でスライドさせて、水底B上に静かに設置する。
【0010】
ここで、上記の土砂を詰めた袋体3をスムースに水底B上に設置するためには、土砂を詰めた袋体3の端部が水底Bに着いた瞬間より、台船5の船体をその反対側、即ち図3の矢印Fで示す方向に引くように移動させるとよい。
【0011】
なお、図1、図2及び図3において、10で示すのは台船5を係留する固定用ワイヤーである。
【0012】
次に、図4及び図5は本発明の他の実施形態における設置方法を示す概略側面図であり、この場合、前記図1の実施形態と同様に台船5に設けた載置台7を、中央部で割れるスプリットタイプ構造にし、図4の状態の載置台7を図5の水底B近くの適宜な位置まで水平に降下させ、載置台7を矢印Sのように中央部で2つ割りにして開放することにより、載置台7上の土砂を詰めた袋体3を水底Bの所定の位置に静かに設置するものであり、図1と前記図4とにおいて、それぞれ同じ部品は同じ符号で示している。
【0013】
なお、前記載置台7において、袋2に土砂等を袋詰めする際に、載置台7を上記ウインチ8及び吊りワイヤー9を用いてある程度水中に降ろした水中状態で袋詰めをすれば、水中での浮力の作用により土砂の荷重による袋2及び載置台7にかかる負担が軽減され、袋体の破損を防止できる。
【0014】
次に、図6から図11について説明するが、これは前記の袋2内に土砂等を袋詰めする作業を水中で行なう本発明の他の実施形態であり、この場合に使用する設備は図6、図7に示す。図6はその概略正断面図であり、図7はその側断面図である。図7に示すように、台船又はユニフロート等で構成された浮体12の中央部を矩形状に刳り抜いた上下貫通空間部13に、水密の水槽11を、浮体12上に設けた昇降用のウインチ14で吊り下げておく。
【0015】
この水槽11内には水を充填しておき、さらに前記の実施形態と同様の不織布や織布等の透水性の袋2をひろげておき、この水槽11内の袋2の端部の土砂注入部等から土砂等を土砂注入ホース16を経由して袋2内に注入し、所定量の土砂等の注入後に、注入口を縛り密閉する。
【0016】
上記の土砂等の袋2内への注入は、水密の水槽11内の水中環境にて行なわれるので袋詰めを水上で行なう場合に比べ、袋2にかかる張力は、水との比重差のみを受けることになり、袋2の必要強度は低減できる。
【0017】
次に、上記の台船又は浮体12上の昇降用のウインチ14により水密の水槽11を図6及び図7に示すごとく水底Bに向けて降下させ、水底Bに近い位置で図6に示す水密の水槽11の転倒用のウインチ15をまわしてワイヤー20を引上げることにより水密の水槽11を矢印Tのごとく傾斜、転倒させることにより、土砂詰め袋体3を水底Bに静かに降下し設置する。
【0018】
図8は図6の浮体12と水密の水槽11を示す斜視図であり、図9は、図6の水密の水槽11を矢印Tのごとく傾斜、転倒させて袋体3を水底Bに設置させる代わりに、水密の水槽11の底部を適宜な脱着装置18を浮体12上から操作させることにより袋体3を水底Bに降下させて設置する場合を示している。
【0019】
また、上記図6の実施形態では水密の水槽11内に上下2段に袋2をひろげて、水中で土砂等を袋詰めしているが、図10に示すように水密の水槽11内に袋2を1段だけひろげて袋詰めしてもよい。
【0020】
さらに、図11に示すように、浮体12の上下貫通空間部13に位置させる水槽11を2個または複数個に増やすことも可能であり、この場合、水槽11の水底Bへの降下及び水底への袋体3の設置の作業を、左右の水槽11について交互に行なうことにより作業能率を高めることができる。
【0021】
以上のごとく、図6から図11で説明した設置方法によれば、水槽11内の水中で土砂等の袋詰めが行なわれるため、袋詰め時に発生する汚濁水の拡散を防止できるが、もし多少の汚濁が許容される場合は、水密の水槽11ではなく、底板だけのもの、または底板の周囲に網状や格子状の側面を設けたものでもよい。
【0022】
また、水密の水槽11の形状を変更することにより、袋詰めされた袋体3の形状を適宜決めることができる。
【0023】
さらに本発明では、前記のごとく載置台7上又は水槽11内において袋詰めされる土砂に代えて、土砂とセメント等固化材との混合物を未固化体とすれば、水底Bに設置され、積み重ねた時には、袋詰めされた土砂と固化材との混合物が固化する前なので、土砂と固化材との混合物が互いに食い込み合い、強固なマウンド構造体を形成できる。
【0024】
なお、図12は前記図1、図4及び図6で説明した各実施形態による設置方法により土砂詰め袋体3を水底B上に整然と積み重ねてマウンド状構造体を形成した側面図である。
【0025】
【発明の効果】
以上に説明した本発明の土砂又は土砂と固化材との混合物を詰めた袋体の水底への設置方法では、袋体を直に吊るのではなく、載置台又は水槽を採用することにより荷重を下から受ける方式となっているので、袋の強度を必要最小限とすることができ、全体的に経済的な設置方法を提供できる。
【0026】
また、本発明では土砂又は土砂と固化材との混合物を詰めた袋体を所定の設置位置まで正確に持って行くことができ、しかも静かに設置ができ布袋等が破れる恐れがない。
【0027】
さらに、袋詰めの土砂とセメント等の固化材との混合物を未固化体としておけば、設置して積み重ねた場合、固化する前なので、土砂と固化材との混合物が互いに食い込み合い、中詰め土砂が固化した時、全体として強固なマウンド構造体を形成でき、また一旦固化してしまえば、その後布袋等が破損しても、全体に与える影響がない。
【0028】
また、本発明の方法では、袋体を水底に静かに設置できるので、水中の汚濁発生及びその拡散が防止でき、特に袋の材質に例えば不織布等を選択することにより、土砂等中の土粒子の水中拡散防止ができる。
【0029】
なお、本発明の設置方法によれば、水深の深い水底に対しても土砂又は土砂と固化材との混合物を詰めた袋体を所定の位置に静かに設置できる。
【図面の簡単な説明】
【図1】本発明の設置方法の一実施形態における載置台を利用した土砂を詰めた袋体の設置方法の載置上の袋に土砂を中詰めした状態を示す概略側面図である。
【図2】図1の載置台をウインチと吊りワイヤーを使用して水底に降ろす状態の概略側面図である。
【図3】図2に続く、載置台を傾斜させ、土砂を詰めた袋体をスライドさせて水底に端部を接地させた概略側面図である。
【図4】本発明の他の実施形態における土砂を詰めた袋体のスプリット式載置台による水底への設置方法の載置台上の袋に土砂を中詰めした状態を示す概略側面図である。
【図5】図5に続く、載置台を二つ割りにして土砂を詰めた袋体を水底に設置時の状態の概略側面図である。
【図6】本発明の更に他の実施形態における土砂を詰めた袋体の水槽使用による水底への設置方法を示す概略正断面図である。
【図7】図6の概略側断面図である。
【図8】図1の概略上面斜視図である。
【図9】図6の水底低部の脱着装置の作動を示す概略正断面図である。
【図10】図6の水槽内に袋体を1段重ねした例の概略側断面図である。
【図11】図6の浮体の中央部に2個の水槽を位置させた例の概略正断面図である。
【図12】図1、図4及び図6に示す各実施形態の方法により、水底に土砂を詰めた袋体のマウンドを形成時の概略側面図である。
【符号の説明】
3 土砂を詰めた袋体
5 台船
6 上下貫通空間部
7 載置台
8 ウインチ
11 水槽
12 浮体
13 上下貫通空間部
14 ウインチ
B 水底
[0001]
BACKGROUND OF THE INVENTION
The present invention provides a soil or sand and sand and a solidifying material in which a bag body filled with earth or sand or a mixture of earth and sand and a solidifying material is packed in a predetermined position on the bottom of the water. It is related with the installation method to the water bottom of the bag body stuffed with the mixture.
[0002]
[Prior art]
Conventionally, in order to make a mound-like structure at the bottom of the water, various methods have been used in which unsolidified material mixed with earth or sand or solid material such as cement is packed in a bag such as a cloth bag and dropped into a predetermined position on the bottom of the water. It has been.
[0003]
For example, in a method carried out in a foreign country, in a split type ship, the earth and sand are packed in a bag and dropped on the bottom of the water, but sufficient strength to withstand the impact that occurs when it falls to the bottom of the water. In addition to being expensive and expensive, it is difficult to install at a predetermined position, and the bag is damaged by impact.
[0004]
In addition, there is a method of putting about 1 ton of earth and sand in a cloth bag and suspending the bag containing earth and sand together with the bag and placing it on the bottom of the water, or dumping the bag into the sea. Since the weight of the bag is directly received by the bag, a bag that can withstand that weight is required, which is a rather expensive construction method.
[0005]
[Problems to be solved by the invention]
The present invention minimizes the strength of the bag and can be quietly installed at a predetermined position on the bottom of the water, and is an economical and reliable bag body filled with earth and sand or a mixture of earth and sand and a solidifying material. Provide a method of installing the bottom of the water.
[0006]
[Means for Solving the Problems]
The present invention is a method of bagging earth and sand or a mixture of earth and sand and a solidifying material in water in a watertight water tank positioned between two upper and lower tanks or a floating body provided in a carriage or a floating body. By lowering the aquarium toward the bottom of the water with winches provided on both sides of the water tank or floating body sandwiched between the aquariums, tilting the aquarium at a position close to the bottom of the water, or splitting the aquarium in the middle and opening it, It consists of the installation method to the water bottom of the bag body filled with earth and sand or the mixture of earth and sand and the solidification material which drops the bag body filled with earth and sand or the mixture of earth and sand and the solidification material.
[0007]
Furthermore, in this case, the present invention is arranged in the bottom of the bottom of the bag, which is packed with earth and sand or a mixture of earth and sand and a solidified material that uses a net-like or grid-like thing instead of a water-tight water tank. The method also features it.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the method for installing a bag body filled with earth and sand or a mixture of earth and sand and a solidifying material according to the present invention on the bottom of the water will be described below with reference to the drawings.
[0009]
1, 2, and 3 are schematic side views showing a sliding installation method for a bag body filled with earth and sand in one embodiment thereof, and a quadrilateral vertically penetrating space portion opened in a central portion of a carriage 5. 6 or a four-piece upper and lower penetrating space 6 provided on the first base side of the carriage 5, and a space 6 provided between the two carriages 5, 5 in a planar shape of an appropriate size. The mounting table 7 is suspended by suspension wires 9 that pass through winches 8 and 8 provided on the left and right sides, and a water-permeable bag 2 such as a nonwoven fabric or a woven fabric is placed on the mounting table 7. As shown in FIG. 1, the mounting table 7 on which the bag 3 packed with the earth and sand, which is filled with the earth and sand and the bag 2 is closed, is placed in the appropriate winch from the appropriate four points on the carriage 5 as shown in FIG. 8, and the winch 8 is used to lower the mounting table 7 toward the bottom of the water horizontally as shown in FIG. As shown in FIG. 3, the suspension wire 9 of one winch 8 of the mounting table 7 is extended, one of the mounting table 7 is brought close to the water bottom B, and then the carriage 5 is rolled up while lifting the suspension wire 9 of the other winch 8. Is moved in the F direction, the bag body 3 filled with earth and sand is slid on the mounting table 7 and is gently installed on the bottom B.
[0010]
Here, in order to smoothly install the bag body 3 filled with earth and sand on the bottom B, the hull of the carriage 5 is moved from the moment when the end of the bag 3 filled with earth and sand arrives at the bottom B. It is good to move so that it may pull on the opposite side, ie, the direction shown by the arrow F of FIG.
[0011]
In FIGS. 1, 2, and 3, reference numeral 10 denotes a fixing wire for mooring the carriage 5.
[0012]
Next, FIG.4 and FIG.5 is a schematic side view which shows the installation method in other embodiment of this invention, In this case, the mounting base 7 provided in the carriage 5 similarly to the embodiment of the said FIG. A split-type structure that can be split at the center part, the mounting table 7 in the state of FIG. 4 is lowered horizontally to an appropriate position near the bottom B of FIG. 5, and the mounting table 7 is divided into two parts at the center part as shown by the arrow S. The bag 3 filled with earth and sand on the mounting table 7 is quietly installed at a predetermined position on the bottom B. In FIG. 1 and FIG. Show.
[0013]
In the mounting table 7 described above, when the bag 2 is packed with earth and sand, etc., if the mounting table 7 is packed in the water under a certain degree of water using the winch 8 and the suspension wire 9, Due to the buoyancy, the burden on the bag 2 and the mounting table 7 due to the load of earth and sand is reduced, and the bag body can be prevented from being damaged.
[0014]
Next, FIG. 6 to FIG. 11 will be described. This is another embodiment of the present invention in which the work of filling earth and sand in the bag 2 is carried out underwater, and the equipment used in this case is shown in FIG. 6 and FIG. FIG. 6 is a schematic front sectional view thereof, and FIG. 7 is a side sectional view thereof. As shown in FIG. 7, the watertight water tank 11 is provided on the floating body 12 in the vertical penetration space 13 formed by hollowing out the central part of the floating body 12 made of a trolley or a unifloat in a rectangular shape. It is hung with the winch 14 of.
[0015]
The water tank 11 is filled with water, and a water-permeable bag 2 such as a nonwoven fabric or a woven cloth similar to that of the above-described embodiment is spread, and earth and sand injection at the end of the bag 2 in the water tank 11 is performed. Sediment or the like is injected into the bag 2 through the sediment injection hose 16 from the part or the like, and after the injection of a predetermined amount of soil or the like, the injection port is tied and sealed.
[0016]
Since the injection of the earth and sand into the bag 2 is performed in an underwater environment in the water-tight water tank 11, the tension applied to the bag 2 is only the difference in specific gravity with water compared to the case where bagging is performed on the water. The required strength of the bag 2 can be reduced.
[0017]
Next, the watertight water tank 11 is lowered toward the bottom B as shown in FIGS. 6 and 7 by the winch 14 for raising and lowering on the above-mentioned trolley or the floating body 12, and the watertightness shown in FIG. By turning the winch 15 for turning over the water tank 11 and pulling up the wire 20, the watertight water tank 11 is tilted and turned over as shown by the arrow T, and the earth and sand stuffing bag body 3 is gently lowered to the bottom B and installed. .
[0018]
FIG. 8 is a perspective view showing the floating body 12 and the water-tight water tank 11 of FIG. 6, and FIG. 9 shows that the water-tight water tank 11 of FIG. Instead, the case where the bag 3 is lowered to the water bottom B by operating the appropriate desorption device 18 from above the floating body 12 is shown at the bottom of the watertight water tank 11.
[0019]
In the embodiment shown in FIG. 6, the bag 2 is spread in two stages in the watertight water tank 11 and the soil and sand are packed in water. As shown in FIG. 10, the bag is placed in the watertight water tank 11. 2 may be expanded and packed in one bag.
[0020]
Furthermore, as shown in FIG. 11, it is also possible to increase the number of water tanks 11 positioned in the upper and lower penetrating space 13 of the floating body 12 to two or more. In this case, the water tank 11 descends to the bottom B and to the bottom of the water. The work efficiency can be improved by alternately performing the installation work of the bag body 3 for the left and right water tanks 11.
[0021]
As described above, according to the installation method described with reference to FIGS. 6 to 11, bagging of earth and sand etc. is performed in the water in the water tank 11, so that it is possible to prevent the diffusion of contaminated water generated at the time of bagging. However, instead of the watertight water tank 11, the bottom plate alone may be used, or a net-like or grid-like side surface may be provided around the bottom plate.
[0022]
Further, by changing the shape of the watertight water tank 11, the shape of the bag 3 packed in a bag can be determined as appropriate.
[0023]
Furthermore, in the present invention, if the mixture of earth and sand and solidified material such as cement is made into an unsolidified body instead of the earth and sand packed on the mounting table 7 or in the water tank 11 as described above, it is installed on the bottom B and stacked. At that time, since the mixture of the earthen sand and the solidifying material packed in the bag is solidified, the mixture of the earthy sand and the solidifying material bites into each other, and a strong mound structure can be formed.
[0024]
FIG. 12 is a side view in which a mound-like structure body is formed by orderly stacking the earth and sand stuffing bag bodies 3 on the water bottom B by the installation method according to each embodiment described in FIGS. 1, 4, and 6.
[0025]
【The invention's effect】
In the method for installing the bag body filled with the earth or sand of the present invention or the mixture of earth and sand and the solidified material described above, the load is applied by adopting a mounting table or a water tank instead of hanging the bag body directly. Since it is a system that receives from below, the strength of the bag can be minimized, and an overall economical installation method can be provided.
[0026]
Further, in the present invention, a bag body filled with earth or sand or a mixture of earth and sand and a solidifying material can be accurately taken to a predetermined installation position, and can be installed quietly without the possibility of breaking a cloth bag or the like.
[0027]
Furthermore, if a mixture of bagged soil and cement or other solidified material is used as an unsolidified material, when it is installed and stacked, it is before solidification. When solidified, a strong mound structure can be formed as a whole, and once solidified, even if the cloth bag or the like is subsequently broken, there is no influence on the whole.
[0028]
Further, in the method of the present invention, since the bag body can be quietly installed on the bottom of the water, it is possible to prevent the occurrence of pollution in the water and its diffusion, and in particular, by selecting, for example, a nonwoven fabric as the bag material, Can be prevented from spreading underwater.
[0029]
In addition, according to the installation method of this invention, the bag body filled with earth and sand or the mixture of earth and sand and a solidification material can be gently installed in a predetermined position also with respect to the deep water bottom.
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a schematic side view showing a state in which earth and sand are packed in a bag on placement in an installation method of a bag body filled with earth and sand using a mounting table in an embodiment of an installation method of the present invention.
FIG. 2 is a schematic side view of a state where the mounting table of FIG. 1 is lowered to the bottom of the water using a winch and a hanging wire.
3 is a schematic side view subsequent to FIG. 2 in which the mounting table is tilted and a bag body filled with earth and sand is slid so that the end is grounded to the water bottom.
FIG. 4 is a schematic side view showing a state in which earth and sand are packed in a bag on a mounting table in a method of installing a bag body packed with earth and sand on a water bottom using a split type mounting table in another embodiment of the present invention.
FIG. 5 is a schematic side view of a state where a bag body, which is divided into two mounting tables and packed with earth and sand, is installed on the bottom of the water, following FIG. 5;
FIG. 6 is a schematic front sectional view showing a method for installing a bag body filled with earth and sand on a water bottom by using a water tank in still another embodiment of the present invention.
7 is a schematic side sectional view of FIG. 6. FIG.
FIG. 8 is a schematic top perspective view of FIG. 1;
FIG. 9 is a schematic front sectional view showing an operation of the desorber at the bottom of the bottom of FIG.
10 is a schematic cross-sectional side view of an example in which bags are stacked one stage in the water tank of FIG.
11 is a schematic front sectional view of an example in which two water tanks are positioned at the center of the floating body in FIG. 6;
12 is a schematic side view when a mound of a bag body in which earth and sand are packed in the bottom of the water is formed by the method of each embodiment shown in FIGS. 1, 4 and 6. FIG.
[Explanation of symbols]
3 Bag body 5 filled with earth and sand 6 Base ship 6 Vertical penetration space 7 Mounting base 8 Winch 11 Water tank 12 Floating body 13 Vertical penetration space 14 Winch B Water bottom

Claims (2)

台船又は浮体内に設けた上下貫通空間部、又は2台の台船又は浮体間に位置させた水密の水槽内の水中で土砂又は土砂と固化材との混合物を袋詰めし、水槽をはさんだ両側の台船又は浮体上にそれぞれ設けたウインチにより水槽を水底に向け降下させ、水底に近い位置で水槽を傾斜させるか、又は水槽を中央で二つ割りにして開放することにより、土砂又は土砂と固化材との混合物を詰めた袋体を水底に降下させる土砂又は土砂と固化材との混合物を詰めた袋体の水底への設置方法。Vertically through the space portions provided on barge or floating in, or the two barge or sand or sediment in water watertight in the water tank which is positioned between the floating a mixture of solidifying material bagged, the water tank By lowering the aquarium toward the bottom with winches provided on both sides of the pontoons or floating bodies, and tilting the aquarium at a position close to the bottom, or by dividing the aquarium in the middle and opening it, A method of installing a bag body filled with earth or sand or a mixture of earth and sand and a solidifying material, which lowers the bag body filled with a mixture with a solidifying material to the bottom of the water. 水密の水槽に代えて底板または底板の周囲に網状や格子状のものを使用する請求項1記載の土砂又は土砂と固化材との混合物を詰めた袋体の水底への設置方法。The method for installing a bag body filled with earth or sand or a mixture of earth and sand and a solidifying material according to claim 1, wherein the bottom plate or a net-like or lattice-like one around the bottom plate is used instead of the water-tight water tank.
JP2002274744A 2002-09-20 2002-09-20 Installation method to the bottom of the bag body filled with earth and sand or a mixture of earth and sand and solidification material Expired - Fee Related JP4148737B2 (en)

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CN102499132A (en) * 2011-10-14 2012-06-20 中国科学院海洋研究所 Distribution equipment and distribution method of seafood multiplication reefs

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JP4710045B2 (en) * 2005-06-15 2011-06-29 海和テック株式会社 Method of sinking horizontally long bag filled with earth and sand, and horizontally long bag and hanging device for horizontally long bag
CN106638474A (en) * 2016-08-29 2017-05-10 单发成 Method for blocking piping and leakage of dam
KR102074683B1 (en) * 2019-05-08 2020-02-07 김종설 Wire type riprap drop device for underwater work
JP7213140B2 (en) * 2019-05-20 2023-01-26 東洋建設株式会社 Material using coal ash and landfill method

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Publication number Priority date Publication date Assignee Title
CN102499132A (en) * 2011-10-14 2012-06-20 中国科学院海洋研究所 Distribution equipment and distribution method of seafood multiplication reefs
CN102499132B (en) * 2011-10-14 2014-01-29 中国科学院海洋研究所 Distribution equipment and distribution method of seafood multiplication reefs

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