JP7333880B1 - Scouring prevention method for underwater structures - Google Patents

Scouring prevention method for underwater structures Download PDF

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JP7333880B1
JP7333880B1 JP2023036464A JP2023036464A JP7333880B1 JP 7333880 B1 JP7333880 B1 JP 7333880B1 JP 2023036464 A JP2023036464 A JP 2023036464A JP 2023036464 A JP2023036464 A JP 2023036464A JP 7333880 B1 JP7333880 B1 JP 7333880B1
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bagging
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正行 新
政司 南本
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Maeda Kosen Co Ltd
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Abstract

【課題】袋詰めユニットを安全に、効率よく隙間なく敷き詰めることができる、水中構造物の洗掘防止方法を提供すること。【解決手段】a)吊り装置に複数の袋詰めユニットを係止し、揚重機により前記吊り装置を吊り上げる工程と、b)前記吊り装置を吊り下ろして、前記袋詰めユニットを水底面に設置する工程と、c)前記袋詰めユニットを前記吊り装置から取り外す工程と、を有し、前記袋詰めユニットは、a工程において吊り下げた状態では側面視水滴形状であり、前記b工程において水底面に設置する際に横方向に広がって扁平状となり、前記a工程において、複数の前記袋詰めユニットは、平面視において互いに重ならないように配置することを特徴とする、水中構造物の洗掘防止方法。【選択図】図3An object of the present invention is to provide a method for preventing scour of an underwater structure by which bagging units can be spread safely, efficiently, and without any gaps. [Solution] A step of: a) locking a plurality of bagging units to a hanging device and lifting the hanging device with a lifting machine; and b) lowering the hanging device and installing the bagging units on the bottom surface of the water. c) removing the bagging unit from the hanging device, the bagging unit has a water droplet shape when viewed from the side in the suspended state in the step a, and is shaped like a water droplet on the bottom surface of the water in the step b. A method for preventing scour of an underwater structure, characterized in that when installed, the bagging units spread laterally and become flat, and in step a, the plurality of bagging units are arranged so as not to overlap each other in a plan view. . [Selection diagram] Figure 3

Description

本発明は水底に設ける水中構造物の洗掘防止方法に関する。 TECHNICAL FIELD The present invention relates to a method for preventing scouring of underwater structures provided on the bottom of the water.

従来、洋上風力発電設備やケーソン、橋脚の基礎等の水底に設ける水中構造物の洗掘防止工として、水中構造物の周囲の水底に袋詰めユニットを並べて敷き詰めることで行われている。
袋詰めユニットは袋体内に中詰材を充填したものであり、水底面に設置すると平面形状が円形に近い形となるため、隣り合う袋詰めユニット同士の間に隙間が発生して水底面の砂が部分的に露出し、洗掘防止対策としての役割を十分に発揮出来なくなる。
このため、特許文献1には吊り上げ、設置時の寸法変化の無い袋詰めユニットを平面視で重なり合うように吊り上げて水底面に敷設することで、袋詰めユニットを噛み合わせて隙間を解消する方法が記載されている。
In the past, scouring prevention work for underwater structures such as offshore wind power generation facilities, caissons, bridge pier foundations, etc. has been carried out by lining up and spreading bagging units on the water bottom around underwater structures.
The bagging unit is a bag filled with a filling material, and when placed on the bottom of the water, the planar shape is almost circular. Sand is partially exposed, and it becomes impossible to fully demonstrate its role as a countermeasure against scouring.
For this reason, Patent Document 1 discloses a method in which bagging units that do not change in size when being lifted and installed are lifted so that they overlap in plan view and are laid on the bottom of the water so that the bagging units are meshed to eliminate the gap. Are listed.

特許第7057847号公報Japanese Patent No. 7057847

水底に洗掘防止工を行う場合、潜水士による水中作業は、作業時間が制約される。また、波や潮流の影響により潜水士が水底の構造物や水底に設置する袋詰めユニットとの接触等の危険がある。
特に、近年採用されている洋上風力発電設備は大型であり、広範囲に洗掘防止工を敷設する必要があるため、潜水士作業を減らして工事の安全性を高めるとともに、工事を効率化することが課題となっている。
When anti-scouring work is performed on the bottom of the sea, the working hours of underwater work by divers are restricted. In addition, there is a danger that divers may come into contact with structures on the bottom of the water or a bagging unit installed on the bottom of the water due to the effects of waves and currents.
In particular, the offshore wind power generation facilities that have been adopted in recent years are large, and it is necessary to lay scouring prevention works over a wide area. is an issue.

本発明は、上記のような課題を解決し、袋詰めユニットを安全に、効率よく隙間なく敷き詰めることができる、水中構造物の洗掘防止方法を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a method for preventing scouring of an underwater structure, which solves the above-described problems and allows bagging units to be safely and efficiently spread without gaps.

本発明は、a)吊り装置に複数の袋詰めユニットを係止し、揚重機により前記吊り装置を吊り上げる工程と、b)前記吊り装置を吊り下ろして、前記袋詰めユニットを水底面に設置する工程と、c)前記袋詰めユニットを前記吊り装置から取り外す工程と、を有し、前記袋詰めユニットは、a工程において吊り下げた状態では側面視水滴形状であり、前記b工程において水底面に設置する際に横方向に広がって扁平状となり、前記a工程において、複数の前記袋詰めユニットは、吊り上げ高さを変えて上下方向に2段に配置し、平面視で隣合う前記袋詰めユニットは異なる段に配置し、かつ、平面視において間に空間を有することを特徴とする、水中構造物の洗掘防止方法を提供する。
前記袋詰めユニットは、前記吊り装置にフックを介して係止し、前記c工程において、水上からの操作で前記フックを開放して前記袋詰めユニットを前記吊り装置から取り外してもよい。
前記a工程において、複数の前記袋詰めユニットは、異なる段に配置したものも含めて平面視して千鳥状になるように吊ってもよい
The present invention comprises the steps of: a) locking a plurality of bagging units to a hanging device and lifting the bagging unit with a lifting machine; and b) hanging the bagging unit to set the bagging unit on the bottom of the water and c) removing the bagging unit from the suspension device, wherein the bagging unit has a waterdrop shape in a side view when suspended in the step a, and is attached to the bottom surface of the water in the step b. When installed, it expands in the horizontal direction and becomes flat, and in the step a, the plurality of bagging units are arranged in two stages in the vertical direction with different lifting heights, and the bagging units are adjacent in plan view. provide a method for preventing scouring of an underwater structure, characterized by arranging them in different stages and having a space therebetween in a plan view .
The bagging unit may be engaged with the hanging device via a hook, and in step c, the hook may be opened by an operation from above water to remove the bagging unit from the hanging device.
In the step a, the plurality of bagging units, including those arranged in different stages, may be hung in a zigzag pattern when viewed from above .

本発明は、上記した課題を解決するための手段により、次のような効果の少なくとも一つを得ることができる。
(1)袋詰めユニットは外縁が重ならないように吊られているため、水底面に設置する際に水滴型の袋詰めユニットは自由に外側に広がる。
(2)自由に外側に広がることで、袋詰めユニット間の隙間を埋める効果を発揮できる。
(3)吊り装置との距離が異なることで、吊り上げ高さが変わり、水底面への配置順を調整することができる。
(4)地上からの操作で袋詰めユニットを取り外せることで、潜水士による水中作業が不要となり、袋詰めユニットを安全に、効率よく設置することができる。
The present invention can obtain at least one of the following effects by the means for solving the above problems.
(1) Since the bagging units are suspended so that their outer edges do not overlap, the waterdrop-shaped bagging units can freely spread outward when placed on the bottom surface of the water.
(2) By freely expanding outward, it is possible to exhibit the effect of filling the gaps between the bagging units.
(3) By changing the distance from the suspension device, the lifting height changes, and the arrangement order on the bottom of the water can be adjusted.
(4) Since the bagging unit can be removed from the ground, underwater work by a diver is unnecessary, and the bagging unit can be installed safely and efficiently.

本発明に係る水中構造物の洗掘防止方法によって構築した洗掘防止構造の説明図Explanatory drawing of an anti-scouring structure constructed by the anti-scouring method for underwater structures according to the present invention. 袋詰めユニットの説明図Explanatory drawing of bagging unit 吊り装置に係止した袋詰めユニットを吊り上げた状態の説明図Explanatory drawing of a state in which the bagging unit locked to the hanging device is lifted. 複数の袋詰めユニットを吊った状態を平面視した図A plan view of a state in which multiple bagging units are hung 複数の袋詰めユニットを吊った状態の説明図Explanatory drawing of a state in which multiple bagging units are hung 袋詰めユニットを吊り下ろした状態の説明図(1)Explanatory diagram (1) of the state in which the bagging unit is suspended 袋詰めユニットを吊り下ろした状態の説明図(2)Explanatory diagram (2) of the state in which the bagging unit is suspended

以下、図面を参照しながら本発明の水中構造物の洗掘防止方法を詳細に説明する。 Hereinafter, the method for preventing scouring of underwater structures according to the present invention will be described in detail with reference to the drawings.

<1>洗掘防止構造
本発明の洗掘防止方法によって構築する洗掘防止構造は、袋詰めユニット1を水中構造物周辺の水底面2に設置し、袋詰めユニット1により水底面2を抑え込むことで、水底面2の土砂が波浪や水流によって洗い流されるのを防止する(図1)。
<1> Anti-scouring structure The anti-scouring structure constructed by the anti-scouring method of the present invention has a bagging unit 1 installed on the bottom surface 2 of the water around the underwater structure, and the bagging unit 1 suppresses the bottom surface 2 of the water. This prevents the earth and sand on the bottom surface 2 of the water from being washed away by waves and water currents (Fig. 1).

<2>袋詰めユニット
袋詰めユニット1は、土木工事用の袋体11の内部に中詰材12を充填したものである(図2)。
<2> Bagging Unit The bagging unit 1 is a bag body 11 for civil engineering work filled with a filling material 12 (FIG. 2).

<2.1>袋体
袋体11は、例えばポリエステル等の合成繊維糸を一重又は二重に編成したラッセル網地からなる。
袋体11の網目は、中詰材12が抜け出ない寸法に設定する。
<2.1> Bag body The bag body 11 is made of a Raschel net fabric in which a synthetic fiber thread such as polyester is knitted in a single layer or a double layer.
The mesh of the bag body 11 is set to a dimension that prevents the filling material 12 from slipping out.

<2.2>中詰材
中詰材12は、袋体11内に充填する材料である。
中詰材12は、例えば玉石、割栗石、砕石等の自然骨材、コンクリートガラ等を使用する。
<2.2> Inner Filling Material The inner filling material 12 is a material with which the inside of the bag body 11 is filled.
For the filling material 12, for example, natural aggregates such as cobblestone, crushed stone, and crushed stone, concrete debris, and the like are used.

<2.3>袋詰めユニットの吊り上げ
袋詰めユニット1は、吊り上げるための吊りロープ13を有している。
そして、吊りロープ13を上方に吊り上げることにより、吊りロープ13が引っ張られ、袋体11の上方が吊り上げられて、袋体11内部上方の中詰材12は袋詰めユニット1の中心方向に引き寄せられて、袋体11は内側に引き絞られる。一方、袋体11内部下方の中詰材12は上方からの重量が作用するため、中心方向に引き寄せられる量が小さくなり、底部が半球状に下方に膨らむ。このため、袋詰めユニット1は吊り上げると水滴型となる(図2(a))。
<2.3> Hoisting of bagging unit The bagging unit 1 has a hanging rope 13 for lifting.
By lifting the suspension rope 13 upward, the suspension rope 13 is pulled, the upper part of the bag body 11 is lifted, and the filling material 12 above the inside of the bag body 11 is drawn toward the center of the bagging unit 1. As a result, the bag body 11 is drawn inward. On the other hand, since the weight from above acts on the filling material 12 below the inside of the bag body 11, the amount of the stuffing material 12 that is drawn toward the center is reduced, and the bottom bulges downward in a hemispherical shape. Therefore, when the bagging unit 1 is lifted, it becomes a waterdrop shape (Fig. 2(a)).

<2.4>袋詰めユニットの水底面への配置
袋詰めユニット1を水底面2に吊り下ろすと、中詰材12の重量によって袋体11が外側に広がって扁平状に変形し、饅頭形となる(図2(b))。
<2.4> Arrangement of the bagging unit on the bottom of the water When the bagging unit 1 is suspended on the bottom of the water 2, the weight of the filling material 12 spreads the bag body 11 outward and deforms it into a flat shape, resulting in a bun shape. (Fig. 2(b)).

<3>吊り装置
本発明の洗掘防止方法は、袋詰めユニット1を吊り装置3を用いて吊り下げて行う(図3)。
吊り装置3は、鋼製の枠体からなる本体31と、本体31に吊り下げたフック32と、からなる。フック32には袋詰めユニット1の吊りロープ13を係止して吊り上げるが、吊りロープ13を引き上げて袋詰めユニット1を吊り上げることができる構成であれば、フック32に限定されない。
また、本実施例のフック32はフック開放ロープ33を有し、フック開放ロープ33を引き上げることでフック32から袋詰めユニット1の吊りロープ13を取り外すことができる構成とする。この構成は従来から用いられているものであり、フック開放ロープ33に限らず、離れた場所から袋詰めユニット1の吊りロープ13をフック32から取り外せる形態であれは適宜用いることができる。
吊り装置3は揚重機(図示せず)により吊り上げる。
<3> Suspension Device The scouring prevention method of the present invention is performed by suspending the bagging unit 1 using the suspension device 3 (Fig. 3).
The suspension device 3 includes a main body 31 made of a steel frame and a hook 32 suspended from the main body 31. - 特許庁The hanging rope 13 of the bagging unit 1 is hooked to the hook 32 to lift it, but the hook 32 is not limited to the hook 32 as long as the bagging unit 1 can be lifted by pulling up the hanging rope 13 .
Further, the hook 32 of this embodiment has a hook opening rope 33, and by pulling up the hook opening rope 33, the hanging rope 13 of the bagging unit 1 can be removed from the hook 32. This configuration has been used conventionally, and can be appropriately used not only for the hook release rope 33, but also for any form in which the hanging rope 13 of the bagging unit 1 can be removed from the hook 32 from a remote location.
The lifting device 3 is lifted by a lifting machine (not shown).

<4>洗掘防止方法
<4.1>袋詰めユニット1の吊り上げ
袋詰めユニット1の吊りロープ13を、吊り装置3のフック32に係止し、揚重機により吊り装置3を吊り上げることで袋詰めユニット1を吊り上げる。
袋詰めユニット1a、1bは、吊り装置3に対して複数個を吊り上げるが、本実施例では、平面視して千鳥状になるように、かつ平面視で水滴型の袋詰めユニット1の最大径の外縁が重ならないように吊る(図4)。その他、平面視して格子状になるように吊ることもできる。
千鳥状に吊る際には、平面視で正方形状や六角形状等の多角形状に配置した袋詰めユニット1aと、その中央に配置する袋詰めユニット1bは吊り上げ高さ(吊り装置3との距離)を変えて、中央の袋詰めユニット1bが高く(吊り装置3との距離が短く)なるように吊る(図5)。
<4> Scouring prevention method <4.1> Lifting of the bagging unit 1 The hanging rope 13 of the bagging unit 1 is engaged with the hook 32 of the lifting device 3, and the bag is lifted by lifting the lifting device 3 with a lifting machine. Lift the stuffing unit 1.
A plurality of bagging units 1a and 1b are lifted from the hanging device 3. In this embodiment, the bagging units 1a and 1b are staggered when viewed from above and the maximum diameter of the waterdrop-shaped bagging unit 1 is increased when viewed from above. (Fig. 4). In addition, it can also be hung so as to form a lattice when viewed from above.
When hanging in a zigzag pattern, the bagging unit 1a arranged in a polygonal shape such as a square or hexagonal shape in plan view and the bagging unit 1b arranged in the center have a lifting height (distance from the hanging device 3). is changed so that the bagging unit 1b in the center is high (the distance from the hanging device 3 is short) (Fig. 5).

<4.2>吊り下ろし
揚重機で吊り装置3を吊り下ろしていくと、低い方の袋詰めユニット1aが先に水底面2に吊り下ろされ、中詰材12の重量によって袋体11が外側に広がって扁平状に変形し、饅頭形となる(図6)が、平面視で多角形状の中央となる、袋詰めユニット1bの下には隙間ができる。
そして、さらに吊り装置3を吊り下ろしていくと、袋詰めユニット1bがその隙間に収まり、かつ、袋体11が外側に広がって変形する(図7)。袋体11により袋詰めユニット1a間の隙間を埋めるためには、吊り上げ時には水滴型であり、吊り下ろすと外側に広がって扁平状に変形する袋詰めユニット1bが好適である。
吊り上げ時に袋詰めユニットの外縁が重なっている場合には、設置時に隣の袋詰めユニットと接触して広がらずに重なった状態となるが、本実施例の袋詰めユニット1a、1bは外縁が重ならないように吊られているため、隣合う袋詰めユニット1a、1bの間にスペースを有することで、水滴型の袋詰めユニット1bは自由に外側に広がり、隙間を埋める効果を発揮できる。
<4.2> Suspension When the suspension device 3 is suspended by a lifting machine, the lower bagging unit 1a is first suspended on the water bottom surface 2, and the weight of the filling material 12 pushes the bag body 11 outward. It spreads to a flat shape and becomes a bun shape (Fig. 6), but a gap is formed under the bagging unit 1b, which is the center of the polygonal shape in plan view.
When the hanging device 3 is further lowered, the bagging unit 1b fits in the gap and the bag body 11 expands outward and deforms (FIG. 7). In order to fill the gaps between the bagging units 1a with the bags 11, it is preferable to use the bagging units 1b that are waterdrop-shaped when lifted and expand outward and deform into a flat shape when hung.
If the outer edges of the bagging units are overlapped when lifted, the bagging units 1a and 1b of the present embodiment overlap each other without being spread out by coming into contact with the adjacent bagging units when installed. Since the bagging units 1a and 1b are suspended so as not to be separated from each other, the water drop type bagging unit 1b can freely spread outward by providing a space between the adjacent bagging units 1a and 1b, and can exhibit the effect of filling the gap.

<4.3>袋詰めユニットの取り外し
袋詰めユニット1bを隙間に配置した後、吊り装置3から袋詰めユニット1の吊りロープ13を取り外す。本実施例においては、フック32のフック開放ロープ33を地上から引き上げることで、フック32から袋詰めユニット1の吊りロープ13を取り外すことができる。
<4.3> Removal of bagging unit After the bagging unit 1b is arranged in the gap, the hanging rope 13 of the bagging unit 1 is removed from the hanging device 3 . In this embodiment, the hanging rope 13 of the bagging unit 1 can be removed from the hook 32 by pulling up the hook release rope 33 of the hook 32 from the ground.

1 袋詰めユニット、11 袋体、12 中詰材、13 吊りロープ
2 水底面
3 吊り装置、31 本体、32 フック、33 フック開放ロープ
1 bagging unit 11 bag body 12 filling material 13 suspension rope 2 water bottom surface 3 suspension device 31 main body 32 hook 33 hook opening rope

Claims (3)

a)吊り装置に複数の袋詰めユニットを係止し、揚重機により前記吊り装置を吊り上げる工程と、
b)前記吊り装置を吊り下ろして、前記袋詰めユニットを水底面に設置する工程と、
c)前記袋詰めユニットを前記吊り装置から取り外す工程と、を有し、
前記袋詰めユニットは、a工程において吊り下げた状態では側面視水滴形状であり、前記b工程において水底面に設置する際に横方向に広がって扁平状となり、
前記a工程において、複数の前記袋詰めユニットは、吊り上げ高さを変えて上下方向に2段に配置し、平面視で隣合う前記袋詰めユニットは異なる段に配置し、かつ、平面視において間に空間を有することを特徴とする、
水中構造物の洗掘防止方法。
a) locking a plurality of bagging units to a hoisting device and hoisting the hoisting device with a lifting machine;
b) suspending the suspension device to install the bagging unit on the bottom of the water;
c) removing the bagging unit from the suspension device;
The bagging unit has a waterdrop shape in a side view when suspended in the step a, and expands in the lateral direction to become flat when installed on the bottom surface of the water in the step b,
In the step a, the plurality of bagging units are arranged vertically in two stages with different lifting heights, and the bagging units adjacent to each other in plan view are arranged in different stages and are spaced apart in plan view. characterized by having a space in
A method for preventing scouring of underwater structures.
前記袋詰めユニットは、前記吊り装置にフックを介して係止し、前記c工程において、水上からの操作で前記フックを開放して前記袋詰めユニットを前記吊り装置から取り外すことを特徴とする、
請求項1に記載の水中構造物の洗掘防止方法。
The bagging unit is locked to the hanging device via a hook, and in the step c, the hook is opened by an operation from the water to remove the bagging unit from the hanging device.
The method for preventing scouring of an underwater structure according to claim 1.
前記a工程において、複数の前記袋詰めユニットは、異なる段に配置したものも含めて平面視して千鳥状になるように吊ることを特徴とする、
請求項1又は2に記載の水中構造物の洗掘防止方法。
In the step a, the plurality of bagging units, including those arranged in different stages, are hung in a zigzag shape when viewed from above,
The method for preventing scouring of underwater structures according to claim 1 or 2.
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003171918A (en) 2001-12-04 2003-06-20 Tetra Co Ltd Back-fill structure and back-fill construction method
JP2003171922A (en) 2001-12-06 2003-06-20 Tetra Co Ltd Connecting structure of covering material, revetment structure and revetment construction method
JP2005133364A (en) 2003-10-29 2005-05-26 Sekisui House Ltd Production method of sandbag
JP2006152801A (en) 2006-02-27 2006-06-15 Nobukuni Yasui Sandbag manufacturing device
WO2012018692A1 (en) 2010-08-02 2012-02-09 Pactec, Inc. Remote release lifting frame
US20160002872A1 (en) 2013-02-18 2016-01-07 Swan Net-Gundry Limited Scour remediation and mitigation apparatus
JP2022019177A (en) 2020-07-17 2022-01-27 鹿島建設株式会社 Scouring prevention structure and scouring prevention method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003171918A (en) 2001-12-04 2003-06-20 Tetra Co Ltd Back-fill structure and back-fill construction method
JP2003171922A (en) 2001-12-06 2003-06-20 Tetra Co Ltd Connecting structure of covering material, revetment structure and revetment construction method
JP2005133364A (en) 2003-10-29 2005-05-26 Sekisui House Ltd Production method of sandbag
JP2006152801A (en) 2006-02-27 2006-06-15 Nobukuni Yasui Sandbag manufacturing device
WO2012018692A1 (en) 2010-08-02 2012-02-09 Pactec, Inc. Remote release lifting frame
US20160002872A1 (en) 2013-02-18 2016-01-07 Swan Net-Gundry Limited Scour remediation and mitigation apparatus
JP2022019177A (en) 2020-07-17 2022-01-27 鹿島建設株式会社 Scouring prevention structure and scouring prevention method

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