JP5689738B2 - Underwater structure contact protective material and underwater structure installation method - Google Patents

Underwater structure contact protective material and underwater structure installation method Download PDF

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JP5689738B2
JP5689738B2 JP2011103586A JP2011103586A JP5689738B2 JP 5689738 B2 JP5689738 B2 JP 5689738B2 JP 2011103586 A JP2011103586 A JP 2011103586A JP 2011103586 A JP2011103586 A JP 2011103586A JP 5689738 B2 JP5689738 B2 JP 5689738B2
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underwater structure
caisson
sand
protection material
underwater
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JP2012233363A (en
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敦夫 木井
敦夫 木井
勝洋 坂井
勝洋 坂井
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Penta Ocean Construction Co Ltd
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本発明は、水中構造物接触防護材およびこの水中構造物接触防護材を用いた水中構造物設置方法に関する。   The present invention relates to an underwater structure contact protection material and an underwater structure installation method using the underwater structure contact protection material.

重力式岸壁や護岸を構築するときには、陸上で製作されたケーソンを船等で目的の敷設場所まで曳航し、中空部に注水してクレーン等を用いて沈設する。1台のケーソンが設置されると、隣接して次のケーソンが設置されるが、この設置施工の際に、設置後のケーソンに次のケーソンが当たると、ケーソンが互いに損傷してしまうおそれがある。このようなケーソンの損傷を防止するために、従来、タイヤなどの緩衝用のゴム材や幅止め材となる木片をケーソン上部の水面から上の気中部に吊り下げて、ケーソンの防護材としていた。   When constructing a gravity-type quay or revetment, a caisson manufactured on land is towed to a target laying place by a ship, etc., poured into a hollow portion, and submerged using a crane or the like. When one caisson is installed, the next caisson is installed adjacent to it. If this caisson hits the installed caisson, the caisson may be damaged. is there. In order to prevent such damage to the caisson, conventionally, a rubber material for cushioning such as a tire or a piece of wood that serves as a width stop material is suspended from the water surface above the caisson to the air in the upper part and used as a protective material for the caisson. .

特許文献1は、中空部を有する弾性袋体と、袋体の内部に充填した水を外部に放出可能にするオリフィスとを備え、ケーソン等の水中構造物に取り付けられる水中構造物配置用緩衝材を開示する。特許文献2は、弾性体の内部にワイヤーを埋設した弾性体を配置し、ワイヤーを引き出すことで弾性体内に空間を形成するようにした緩衝体を開示し、この緩衝体は設置されるケーソン間に圧縮介在される。特許文献3は、ケーソンとケーソンとの間に空気袋を配置することを開示する。   Patent Literature 1 includes an elastic bag body having a hollow portion, and an orifice that enables discharge of water filled in the bag body to the outside, and a buffer material for placing an underwater structure attached to an underwater structure such as a caisson. Is disclosed. Patent Document 2 discloses a buffer body in which an elastic body in which a wire is embedded is disposed inside the elastic body, and a space is formed in the elastic body by pulling out the wire. Compressed between. Patent document 3 discloses disposing an air bag between a caisson and a caisson.

特開平03−33323号公報Japanese Patent Laid-Open No. 03-33323 特開平09−217331号公報JP 09-217331 A 特開平09−195281号公報JP 09-195281 A

上述のような、タイヤなどのゴム材や幅止め材となる木片の防護材は、主に気中部に配置され、水中部の流れの鉛直分布や波によるローリングの影響でケーソンと既設のケーソンとの水中における接触に対して効果が期待できなかった。特許文献1〜3はいずれも特別な緩衝体・緩衝材が必要である。また、防護材はケーソンの設置後には撤去されるので、撤去の容易な防護材が求められる。   The rubber materials such as tires and the protective materials for the wood pieces that serve as the width stop materials as described above are mainly arranged in the aerial part, and the caisson and the existing caisson are affected by the vertical distribution of the flow in the underwater part and the rolling effect of waves. The effect on contact with water in water could not be expected. Each of Patent Documents 1 to 3 requires a special buffer body / buffer material. Also, since the protective material is removed after the caisson is installed, a protective material that is easy to remove is required.

本発明は、上述のような従来技術の問題に鑑み、簡単な構造でありながら水中構造物を設置する際に既設の水中構造物との間で水中および気中での接触を確実に防止可能でかつ撤去の容易な水中構造物接触防護材および水中構造物設置方法を提供することを目的とする。   In view of the problems of the prior art as described above, the present invention can reliably prevent contact with an existing underwater structure in water and in the air when installing the underwater structure while having a simple structure. It is another object of the present invention to provide an underwater structure contact protective material and an underwater structure installation method that are easy to remove.

上記目的を達成するための水中構造物接触防護材は、水中構造物の高さに比べ短い長さを有するとともに砂を主体とした充填物が充填された複数個の砂袋を綱状部材により前記水中構造物の高さ程度の長さに連結した連結体を備えることを特徴とする。   The underwater structure contact protection material for achieving the above object is a method of forming a plurality of sand bags having a length shorter than the height of the underwater structure and filled with a sand-based filler by a rope-like member. It is provided with the connection body connected with the length about the height of the underwater structure.

この水中構造物接触防護材によれば、砂を主体とした充填物を詰めた複数個の砂袋をロープやワイヤなどの綱状部材により連結した連結体は、砂を詰めることのできるホースなどの中空材料(一端が閉塞されている袋状体であってもよい)等、ロープ・ワイヤ等、砂といった調達が容易な材料から簡単に製作でき、簡単な構造にでき、ケーソンなどの水中構造物の高さ程度の長さを有し、水中構造物の天端から下端まで吊り下げることができるので、水中構造物を設置する際に水中および気中において既設の水中構造物との間で接触を確実に防止することができる。また、連結体を少なくとも二列配置することで、構造物の一面全体を保護することができる。また、水中構造物接触防護材の使用後には、砂袋を切り裂き、充填物を簡単に排出できるので、水中構造物接触防護材の撤去が容易である。   According to this underwater structure contact protective material, a connecting body in which a plurality of sand bags filled with a filler mainly composed of sand are connected by a rope-like member such as a rope or a wire, a hose that can be filled with sand, etc. Can be easily manufactured from materials that can be easily procured, such as sand, rope, wire, etc. Since it is about the height of an object and can be suspended from the top to the bottom of an underwater structure, when installing an underwater structure, Contact can be reliably prevented. Moreover, the whole surface of a structure can be protected by arrange | positioning a connection body at least 2 rows. Further, after the underwater structure contact protection material is used, the sand bag can be torn and the filler can be easily discharged, so that the underwater structure contact protection material can be easily removed.

上記水中構造物接触防護材において前記連結体を少なくとも二列並べ、前記各連結体に対し剛性のある棒状体を横方向に配置し前記各連結体に接続することで、水中部において水流の影響を受け難くなり、各連結体が鉛直性を保つことができる。なお、棒状体は、縦方向に所定間隔で複数本配置することが好ましい。   In the underwater structure contact protection material, at least two rows of the coupling bodies are arranged, and a rigid rod-like body is arranged in a lateral direction with respect to each coupling body and connected to each coupling body, thereby affecting the influence of water flow in the underwater portion. It becomes difficult to receive, and each connected body can maintain verticality. In addition, it is preferable to arrange a plurality of rod-like bodies at predetermined intervals in the vertical direction.

この場合、前記連結体とほぼ平行に補助綱状部材を前記連結体間に配置し、前記補助綱状部材と前記棒状体とを接続することが好ましい。   In this case, it is preferable that an auxiliary rope-shaped member is disposed between the link bodies substantially parallel to the link body, and the auxiliary rope-shaped member and the rod-shaped body are connected.

なお、複数個の砂袋は、例えば、ロープやワイヤなどの長めの綱状部材をホースなどの短めの複数の中空材料に貫通させてから、各中空材料内に砂を詰め、各中空材料の両端をホースクリップ等の締め付け手段により締め付けて閉塞することで簡単に作製することができる。この場合、各砂袋の下端側には砂袋のズレ落ち防止手段を設けることが好ましい。   The plurality of sand bags are made of, for example, a long rope-shaped member such as a rope or a wire that penetrates a plurality of short hollow materials such as a hose, and then the sand is filled in each hollow material. It can be easily manufactured by tightening and closing both ends with a tightening means such as a hose clip. In this case, it is preferable to provide means for preventing the sand bag from slipping off at the lower end side of each sand bag.

上記目的を達成するための水中構造物設置方法は、水中構造物を設置する設置方法であって、既設の水中構造物に接近して配置される水中構造物を設置する際に、前記既設の水中構造物の面に上述の水中構造物接触防護材をその天端から下端まで取り付けてから前記水中構造物を設置することを特徴とする。   An underwater structure installation method for achieving the above object is an installation method of installing an underwater structure, and when installing an underwater structure that is placed close to an existing underwater structure, The underwater structure is installed after the above-mentioned underwater structure contact protective material is attached to the surface of the underwater structure from the top to the bottom.

この水中構造物設置方法によれば、水中構造物接触防護材がケーソンなどの水中構造物の高さ程度の長さを有し、既設の水中構造物の天端から下端まで吊り下げることができるので、別の水中構造物を設置する際に水中および気中において既設の水中構造物との間で接触を確実に防止することができる。また、連結体を少なくとも二列配置することで、水中構造物の一面全体を保護することができる。また、水中構造物接触防護材の使用後には、砂袋を切り裂き、内部の砂を主体とした充填物を簡単に排出できるので、水中構造物接触防護材の撤去が容易である。   According to this underwater structure installation method, the underwater structure contact protection material has a length about the height of an underwater structure such as a caisson and can be suspended from the top to the bottom of an existing underwater structure. Therefore, when installing another underwater structure, a contact with the existing underwater structure can be reliably prevented in water and in the air. Moreover, the whole surface of an underwater structure can be protected by arrange | positioning a connection body at least 2 rows. In addition, after using the underwater structure contact protection material, the sand bag can be torn and the filler mainly composed of the sand inside can be easily discharged, so that the underwater structure contact protection material can be easily removed.

本発明の水中構造物接触防護材および水中構造物設置方法によれば、簡単な構造でありながら水中構造物を設置する際に既設の水中構造物との間で水中および気中での接触を確実に防止し、水中構造物の損傷を防止できる。また、水中構造物接触防護材の使用後の撤去も容易である。   According to the underwater structure contact protection material and the underwater structure installation method of the present invention, when the underwater structure is installed, the underwater structure contact method with the existing underwater structure is prevented. It can be reliably prevented and damage to the underwater structure can be prevented. It is also easy to remove the underwater structure contact protective material after use.

本実施の形態による水中構造物接触防護材の要部を示す正面図である。It is a front view which shows the principal part of the underwater structure contact protection material by this Embodiment. 図2は図1の水中構造物接触防護材の製作途中の砂袋を正面から見た断面図(a)及び完成後の砂袋を正面から見た断面図(b)である。2 is a cross-sectional view (a) of the sand bag in the process of manufacturing the underwater structure contact protection material of FIG. 1 viewed from the front, and a cross-sectional view (b) of the completed sand bag viewed from the front. 図1の連結体10,10から構成された水中構造物接触防護材1を既設のケーソンの側面に配置して吊り下げた例を示す斜視図である。It is a perspective view which shows the example which arrange | positioned and suspended the underwater structure contact protection material 1 comprised from the connection bodies 10 and 10 of FIG. 1 on the side surface of the existing caisson. 本実施形態の水中構造物設置工程を説明するためのフローチャートである。It is a flowchart for demonstrating the underwater structure installation process of this embodiment. 図4の設置工程においてケーソンを設置する様子を概略的に示す正面図である。It is a front view which shows a mode that a caisson is installed in the installation process of FIG. 図4の水中構造物接触防護材1の撤去工程を説明するための斜視図である。It is a perspective view for demonstrating the removal process of the underwater structure contact protection material 1 of FIG.

以下、本発明を実施するための形態について図面を用いて説明する。図1は本実施の形態による水中構造物接触防護材の要部を示す正面図である。図2は図1の水中構造物接触防護材の製作途中の砂袋を正面から見た断面図(a)及び完成後の砂袋を正面から見た断面図(b)である。   Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings. FIG. 1 is a front view showing a main part of the underwater structure contact protection material according to the present embodiment. 2 is a cross-sectional view (a) of the sand bag in the process of manufacturing the underwater structure contact protection material of FIG. 1 viewed from the front, and a cross-sectional view (b) of the completed sand bag viewed from the front.

図1のように、水中構造物接触防護材1は、砂が充填された複数個の砂袋11をワイヤ12で一列に連結した連結体10,10を左右に備える。各砂袋11の長さは、水中構造物接触防護材1が配置される水中構造物の高さに比べ、十分に短くなっている。また、各連結体10,10の全体長さは、水中構造物接触防護材1が配置される水中構造物の高さにほぼ等しくなっているので、水中構造物の天端から下端まで吊り下げ可能である。   As shown in FIG. 1, the underwater structure contact protection material 1 includes left and right connecting bodies 10 and 10 in which a plurality of sand bags 11 filled with sand are connected in a row with wires 12. The length of each sand bag 11 is sufficiently shorter than the height of the underwater structure on which the underwater structure contact protection material 1 is disposed. Moreover, since the whole length of each connection body 10 and 10 is substantially equal to the height of the underwater structure in which the underwater structure contact protection material 1 is arrange | positioned, it suspends from the top edge of a underwater structure to a lower end. Is possible.

砂袋11は、図2(a)のように、合成樹脂製などの可撓性のある中空材料であるホース11aを所定長さに切断し、可撓性のあるワイヤ12をホース11a内に貫通させ、ホース11aの一端を公知のホースクリップ11b等の締め付け手段により締め付けて閉塞し、ホース11a内に砂9を詰め充填してから、図2(b)のように、他端を同様にホースクリップ11bで締め付けて閉塞することで作製することができる。   As shown in FIG. 2A, the sand bag 11 is formed by cutting a hose 11a, which is a flexible hollow material such as a synthetic resin, into a predetermined length and placing a flexible wire 12 in the hose 11a. After one end of the hose 11a is tightened and closed with a fastening means such as a known hose clip 11b, and the sand 9 is filled and filled in the hose 11a, the other end is similarly set as shown in FIG. It can be manufactured by tightening and closing with the hose clip 11b.

ワイヤ12は水中構造物接触防護材1が配置される水中構造物の高さに対応した長さを有し、これにより、作製された連結体10は、その全体長さが水中構造物接触防護材1の配置される水中構造物の高さにほぼ等しくなる。各砂袋11の長さは水中構造物の高さよりもかなり短いので連結体10には多数個の砂袋11が連結される。   The wire 12 has a length corresponding to the height of the underwater structure on which the underwater structure contact protection material 1 is disposed. Thus, the overall length of the produced connecting body 10 is underwater structure contact protection. It becomes substantially equal to the height of the underwater structure where the material 1 is arranged. Since the length of each sand bag 11 is considerably shorter than the height of the underwater structure, a large number of sand bags 11 are connected to the connecting body 10.

また、図2(a)、(b)のように、砂袋11のズレ落ち防止手段として各砂袋11の下端側のワイヤ12にワイヤクリップ11cを取り付けて固定している。砂袋11に詰められた砂が水中重量でも例えば10kg程度作用するため、ホースクリップ11bがずれて砂袋11がずれて落ちてしまうおそれがあり、いくつもの砂袋11がワイヤ12の下側に寄ってしまうと、バランスよく緩衝効果を発揮できず、砂袋11の破れなどの不具合につながるおそれが生じるが、ワイヤ12にワイヤクリップ11cを取り付けて固定することで、砂袋11のずれによる落下を防止することができる。これにより、連結体10において各砂袋11を均等な間隔で保持することができる。   Further, as shown in FIGS. 2A and 2B, a wire clip 11c is attached and fixed to the wire 12 on the lower end side of each sand bag 11 as means for preventing the sand bag 11 from falling off. Since the sand packed in the sand bag 11 acts for example about 10 kg even under weight, the hose clip 11b may be displaced and the sand bag 11 may be displaced and fall. If it approaches, the buffer effect cannot be exerted in a well-balanced manner, which may lead to problems such as breakage of the sand bag 11. However, by attaching and fixing the wire clip 11 c to the wire 12, the sand bag 11 is dropped due to the displacement of the sand bag 11. Can be prevented. Thereby, each sandbag 11 can be hold | maintained in the coupling body 10 at equal intervals.

図1のように、二列の連結体10,10がつくる平面において各連結体10,10に直交するように鉄筋等からなる剛性のある棒状体13を横方向に配置し、各連結体10,10に結束バンド等により接続している。この場合、複数本の棒状体13,13を、縦方向に所定の間隔で配置することが好ましい。さらに、各連結体10,10とほぼ平行に複数本の補助ロープ14,14を連結体10,10の間に配置し、補助ロープ14,14と棒状体13とを結束バンド等により接続している。   As shown in FIG. 1, a rigid rod-like body 13 made of a reinforcing bar or the like is arranged in the lateral direction so as to be orthogonal to each of the coupling bodies 10, 10 in a plane formed by the two rows of coupling bodies 10, 10. , 10 are connected by a binding band or the like. In this case, it is preferable to arrange the plurality of rod-like bodies 13 and 13 at predetermined intervals in the vertical direction. Further, a plurality of auxiliary ropes 14 and 14 are arranged between the connecting bodies 10 and 10 substantially in parallel with the connecting bodies 10 and 10, and the auxiliary ropes 14 and 14 and the rod-like body 13 are connected by a binding band or the like. Yes.

また、図1のように、2列の連結体10,10の間隔wは、水中構造物接触防護材1が取り付けられる水中構造物の幅に対応して決められる。このため、棒状体13,13の長さも水中構造物の幅に対応する。   In addition, as shown in FIG. 1, the interval w between the two rows of connected bodies 10, 10 is determined according to the width of the underwater structure to which the underwater structure contact protection material 1 is attached. For this reason, the length of the rod-like bodies 13 and 13 also corresponds to the width of the underwater structure.

図3は図1の連結体10,10から構成された水中構造物接触防護材1を既設のケーソンの側面に配置して吊り下げた例を示す斜視図である。   FIG. 3 is a perspective view showing an example in which the underwater structure contact protection material 1 composed of the coupling bodies 10 and 10 of FIG. 1 is arranged and hung on the side surface of an existing caisson.

図3に示すように、ケーソン30が重力式岸壁や護岸などの構築のために、既に水底Gに設置されているが、このケーソン30の側面30aに対し次のケーソンが設置されて並べられる。ケーソン30の側面30aの両端近傍において連結体10,10をそれぞれケーソン30の上端から下端まで鉛直方向に吊り下げ、連結体10,10の上端を固定する。ケーソン30が、図3のように、上側に傾斜面22を有する場合には、鉄骨等からなる吊下げ用部材21を天端から突き出るようにアンカーなどにより天端に取り付け、吊下げ用部材21の先端から連結体10を吊り下げる。このようにして、水中構造物接触防護材1を既設のケーソン30の側面30aに設置する。   As shown in FIG. 3, the caisson 30 is already installed on the bottom G for the construction of a gravitational quay or a revetment, but the next caisson is installed and arranged on the side surface 30 a of the caisson 30. In the vicinity of both ends of the side surface 30a of the caisson 30, the coupling bodies 10 and 10 are suspended vertically from the upper end to the lower end of the caisson 30, respectively, and the upper ends of the coupling bodies 10 and 10 are fixed. When the caisson 30 has the inclined surface 22 on the upper side as shown in FIG. 3, the suspension member 21 made of a steel frame or the like is attached to the top end by an anchor or the like so as to protrude from the top end, and the suspension member 21 The connecting body 10 is suspended from the tip of the. In this way, the underwater structure contact protection material 1 is installed on the side surface 30 a of the existing caisson 30.

この場合、連結体10,10の側面30aにおける両端近傍での位置は、各端部から若干内側が好ましく、例えば、端部から−10cm程度の位置である。   In this case, the positions in the vicinity of both ends of the side surfaces 30a of the coupling bodies 10, 10 are preferably slightly inward from each end, for example, about -10 cm from the end.

なお、図3の例では、図1の棒状体13と補助ロープ14の配置を省略している。水中構造物接触防護材1において棒状体と補助ロープは必要に応じて配置することが好ましい。   In addition, in the example of FIG. 3, arrangement | positioning of the rod-shaped body 13 and the auxiliary rope 14 of FIG. 1 is abbreviate | omitted. In the underwater structure contact protection material 1, the rod-like body and the auxiliary rope are preferably arranged as necessary.

本実施形態の水中構造物接触防護材1によれば、砂を詰めた複数個の砂袋11をワイヤ12により連結した連結体10は、ホースなどからなる袋状体、ワイヤやロープ、砂といった調達が容易な材料から簡単に製作でき、簡単な構造となりまた、ケーソン30の高さ程度の長さを有し、ケーソン30の天端から下端まで吊り下げることができるので、別のケーソン造物を設置する際に水中および気中において既設のケーソン30との間で接触を確実に防止することができる。また、連結体10,10を少なくとも二列配置することで、ケーソン30の側面30aの全体を保護することができる。   According to the underwater structure contact protection material 1 of the present embodiment, the connecting body 10 in which a plurality of sand bags 11 filled with sand are connected by wires 12 is a bag-like body made of a hose, a wire, a rope, sand, or the like. It can be easily manufactured from materials that are easy to procure, has a simple structure, has a length about the height of the caisson 30, and can be hung from the top to the bottom of the caisson 30, so another caisson structure can be When installing, contact with the existing caisson 30 can be reliably prevented in water and in the air. Moreover, the whole side surface 30a of the caisson 30 can be protected by arrange | positioning the connection bodies 10 and 10 at least 2 rows.

また、図1のように、二列の連結体10,10に対し剛性のある棒状体13を横方向に配置し各連結体10,10に接続することで、連結体10,10を拘束し、ケーソン30が設置されている水中部の水流のある場でも連結体10,10の変位を小さくすることができる。このように、各連結体10,10が水流の影響を受け難くなり鉛直性を保つことができる。   In addition, as shown in FIG. 1, a rigid rod-like body 13 is arranged in the horizontal direction with respect to the two rows of coupling bodies 10, 10 and connected to each coupling body 10, 10 to restrain the coupling bodies 10, 10. The displacement of the coupling bodies 10 and 10 can be reduced even in a place where there is a water flow in the underwater part where the caisson 30 is installed. Thus, each connection body 10 and 10 becomes difficult to receive the influence of a water flow, and can maintain verticality.

また、連結体10,10とほぼ平行に複数本の補助ロープ14,14を連結体10,10間に配置し、補助ロープ14と棒状体13とを接続するが、かかる補助ロープ13は、棒状体13を補助的に支持し連結体10の鉛直性を保つ上でいっそう好ましい。したがって、棒状体13および補助ロープ14は、水深が大きい領域で流速が大きく各連結体10,10が安定しない場合に設置することで、その効果を発揮することができる。   Further, a plurality of auxiliary ropes 14 and 14 are arranged between the connecting bodies 10 and 10 substantially in parallel with the connecting bodies 10 and 10, and the auxiliary rope 14 and the rod-like body 13 are connected. This is more preferable for supporting the body 13 in an auxiliary manner and maintaining the verticality of the connecting body 10. Therefore, the rod-shaped body 13 and the auxiliary rope 14 can exhibit the effect by installing when the connecting bodies 10 and 10 are not stable in a region where the water depth is large and the flow velocity is large.

次に、図1の連結体10,10から構成された水中構造物接触防護材1を用いてケーソンを既設のケーソンの側に設置する工程S01〜S04について図4,図5,図6を参照して説明する。   Next, referring to FIGS. 4, 5, and 6 for steps S01 to S04 in which the caisson is installed on the side of the existing caisson using the underwater structure contact protection material 1 constituted by the coupling bodies 10 and 10 of FIG. To explain.

図4は、本実施形態の水中構造物設置工程を説明するためのフローチャートである。図5は、図4の設置工程においてケーソンを設置する様子を概略的に示す正面図である。図6は、図4の水中構造物接触防護材1の撤去工程を説明するための斜視図である。   FIG. 4 is a flowchart for explaining the underwater structure installation step of the present embodiment. FIG. 5 is a front view schematically showing how a caisson is installed in the installation step of FIG. 4. FIG. 6 is a perspective view for explaining a removal process of the underwater structure contact protection material 1 in FIG. 4.

図5のように、図3のようなケーソン30が既に水底Gに設置されている。この既設のケーソン30に図3のように連結体10,10を吊り下げて水中構造物接触防護材1をケーソン30の側面30aに設置する(S01)。この連結体10,10の設置にはクレーン等を用いることができる。   As shown in FIG. 5, a caisson 30 as shown in FIG. As shown in FIG. 3, the connectors 10 and 10 are suspended from the existing caisson 30 to install the underwater structure contact protection material 1 on the side surface 30a of the caisson 30 (S01). A crane etc. can be used for installation of these coupling bodies 10 and 10.

次に新設のケーソン31を船等で運搬し(S02)、起重機船SHのクレーンCRでケーソン31を吊り下げて水面Sから水底Gの所定位置へと設置する(S03)。   Next, the newly installed caisson 31 is transported by a ship or the like (S02), and the caisson 31 is suspended by the crane CR of the hoist ship SH and installed from the water surface S to a predetermined position on the bottom G (S03).

図5のように、新設のケーソン31は、その側面31aが既設のケーソン30の側面30aに対し接近して所定の間隔になるように設置されるが、このとき、クレーンCRで吊り下げられたケーソン31の角部31bが既設のケーソン30の側面30aに接近して接触や衝突のおそれのある状態となったとしても、側面30aには図3の連結体10,10から構成された水中構造物接触防護材1があるので、角部31bは側面30aに当たらずに連結体10,10の砂袋11に当たり、砂袋11がクッション材の役割を果たす。このように、ケーソン31を既設のケーソン30に並べて設置する際に両ケーソン30,31の接触・衝突を防ぐことができ、接触・衝突による両ケーソン30,31の損傷を防止することができる。   As shown in FIG. 5, the newly installed caisson 31 is installed such that its side surface 31 a approaches the side surface 30 a of the existing caisson 30 and has a predetermined interval. At this time, it is suspended by the crane CR. Even if the corner portion 31b of the caisson 31 approaches the side surface 30a of the existing caisson 30 and there is a risk of contact or collision, the side surface 30a has an underwater structure composed of the coupling bodies 10 and 10 of FIG. Since there is the object contact protection material 1, the corner portion 31b does not hit the side surface 30a but hits the sand bag 11 of the coupling bodies 10, 10, and the sand bag 11 serves as a cushion material. Thus, when the caisson 31 is installed side by side on the existing caisson 30, contact / collision of both caissons 30, 31 can be prevented, and damage to both caissons 30, 31 due to contact / collision can be prevented.

次に、水中構造物接触防護材1の各連結体10,10をケーソン30の側面30aから撤去する(S04)。この場合、図6のように、連結体10の砂袋11を潜水士DがカッターCU等で切り裂き内部の砂を排出してから、連結体10を吊り上げることで容易に撤去することができる。各連結体10,10はケーソン31の端部近傍に位置するので、潜水士の作業に支障がない。   Next, each connection body 10 and 10 of the underwater structure contact protection material 1 is removed from the side surface 30a of the caisson 30 (S04). In this case, as shown in FIG. 6, after the diver D tears the sand bag 11 of the connecting body 10 with a cutter CU or the like and discharges the sand inside, it can be easily removed by lifting the connecting body 10. Since each connection body 10 and 10 is located in the end part vicinity of the caisson 31, there is no trouble in the work of a diver.

以上のように、本実施形態の水中構造物設置方法によれば、水中構造物接触防護材1の複数個の砂袋11を連結した連結体10,10を既設のケーソン30の側面30aにおいて天端から下端まで吊り下げるので、別のケーソン31を設置する際に水中および気中において既設のケーソン30との間で接触を確実に防止できる。このため、ケーソン設置施工を確実に管理することができ、ケーソンを安定して設置することができる。   As described above, according to the underwater structure installation method of the present embodiment, the connecting bodies 10, 10 connected to the plurality of sand bags 11 of the underwater structure contact protection material 1 are attached to the side surface 30 a of the existing caisson 30. Since it is suspended from the end to the lower end, when another caisson 31 is installed, contact with the existing caisson 30 can be reliably prevented in water and in the air. For this reason, caisson installation construction can be managed reliably and a caisson can be installed stably.

従来のタイヤなどのゴム材や幅止め材となる木片の防護材ではケーソンを設置する際に既設のケーソンとの水中での接触に対して効果が期待できなかったのに対し、本実施形態によれば、水中構造物接触防護材1を既設のケーソン30の天端から水中の下端まで吊り下げるので、別のケーソン31を設置する際に気中のみならず水中においても既設のケーソン30との間で接触を確実に防止できる。   In the case of conventional rubber materials such as tires and protective materials for wood pieces that serve as width stop materials, when caisson is installed, no effect can be expected on contact with the existing caisson in water. According to this, since the underwater structure contact protection material 1 is suspended from the top end of the existing caisson 30 to the lower end of the water, when installing another caisson 31, not only in the air but also in the water, It is possible to reliably prevent contact between the two.

緩衝材として一般的なゴム、木材、鋼材などを水中に放置するのは、水中または水底環境に好ましくないため別途手間をかけて回収する必要があるのに対し、砂を充填した砂袋11から連結体10を構成することで、ケーソンとその隣のケーソンとの隙間が狭く、吊り上げる方法で連結体10を撤去できない場合には、特に砂袋11内の材料を細粒分の少ない砂とすれば、砂袋を破って充填物が水中に落下しても、汚濁は発生せず、かつ、その後の水底環境に影響を及ぼさない。   It is not preferable to leave rubber, wood, steel, etc., as a cushioning material in the water, because it is not preferable for the water or the bottom environment. When the connecting body 10 is configured, the gap between the caisson and the adjacent caisson is narrow, and when the connecting body 10 cannot be removed by the lifting method, the material in the sand bag 11 is especially made of sand with less fine particles. For example, even if the sand bag is broken and the filling material falls into the water, the pollution does not occur and the subsequent bottom environment is not affected.

以上のように本発明を実施するための形態について説明したが、本発明はこれらに限定されるものではなく、本発明の技術的思想の範囲内で各種の変形が可能である。例えば、本実施形態では、既設のケーソンに並べてケーソンを設置する場合を例にして説明したが、本発明は、これに限定されず、他の既設の水中構造物に水中構造物を設置する場合にも適用可能である。   As described above, the modes for carrying out the present invention have been described. However, the present invention is not limited to these, and various modifications can be made within the scope of the technical idea of the present invention. For example, in the present embodiment, the case where the caisson is installed side by side with the existing caisson has been described as an example, but the present invention is not limited to this, and the case where the underwater structure is installed in another existing underwater structure. It is also applicable to.

また、図1のような水中構造物接触防護材1は、陸上で作製してから、既設のケーソン等にクレーン等を用いて取り付けることができるが、これに限定されず、棒状体13などは水中で取り付けるようにしてもよい。例えば、陸上で作製した連結体10をケーソンの天端から吊り降ろし、その途中で棒状体13を潜水作業により連結体10や補助ロープ13に接続し、その後、さらに、連結体10を吊り降ろし、同様にして次の棒状体13を接続するようにしてもよい。   In addition, the underwater structure contact protection material 1 as shown in FIG. 1 can be manufactured on land and then attached to an existing caisson using a crane or the like. You may make it attach in water. For example, the connecting body 10 produced on land is suspended from the top of the caisson, and the rod-shaped body 13 is connected to the connecting body 10 and the auxiliary rope 13 by a diving operation, and then the connecting body 10 is further suspended. Similarly, the next bar 13 may be connected.

また、図1の各砂袋11の縦方向長さは、たとえば60cm程度、砂袋11とワイヤ12との単位長さd1は、例えば1m程度、棒状体13,13の縦方向の配置間隔dは、たとえば5m程度とすることができるが、これらに限定されず、ケーソンの高さや設置位置の水流の状態などに応じて適宜決定される。   Further, the vertical length of each sand bag 11 in FIG. 1 is about 60 cm, for example, the unit length d1 between the sand bag 11 and the wire 12 is about 1 m, for example, and the arrangement distance d in the vertical direction of the rod-like bodies 13 and 13 is d. Can be about 5 m, for example, but is not limited thereto, and is appropriately determined according to the height of the caisson, the state of the water flow at the installation position, and the like.

砂袋11に詰める充填物は、砂を主体とするものであり、すべて砂であることが好ましいが、砂と土の混合物であってもよい。この場合、上述のように砂袋11の充填物を水中へ排出する場合には、水中汚濁がさほど発生せず、その後の水底環境に影響をほとんど及ぼさないものであることが好ましい。   The filler to be packed in the sand bag 11 is mainly composed of sand, and is preferably all sand, but may be a mixture of sand and soil. In this case, when discharging the filler of the sand bag 11 into the water as described above, it is preferable that the underwater pollution does not occur so much and the subsequent bottom environment is hardly affected.

また、砂袋11は、合成樹脂製などの可撓性のある中空材料であるホースを所定長さに切断し、ホース内に砂を詰めて充填し、ホースの上下端を公知のホースクリップ等により閉塞して個別に作製してから、複数個の砂袋11,11をワイヤやロープで連結し、連結体10の全体長さを、水中構造物接触防護材1の配置される水中構造物の高さにほぼ等しくなるようにしてもよい。また、下端が予め閉塞された合成樹脂繊維製などの袋状体に砂を詰めて充填し、袋状体の上端を閉塞して砂袋11を個別に作製してもよい。   Moreover, the sand bag 11 cuts the hose which is flexible hollow materials, such as a product made from a synthetic resin, to predetermined length, stuffs and fills the hose with sand, and the hose upper and lower ends are known hose clips or the like. Are closed and individually manufactured, and then a plurality of sand bags 11 and 11 are connected with wires and ropes, and the entire length of the connecting body 10 is set to the underwater structure contact protective material 1. It may be made substantially equal to the height of. Alternatively, the sand bag 11 may be individually manufactured by filling and filling a bag-like body made of synthetic resin fiber whose lower end is closed in advance with the sand filled.

本発明の水中構造物接触防護材および水中構造物設置方法によれば、簡単な構造でありながら水中構造物を設置する際に既設の水中構造物との間で水中および気中での接触を確実に防止し、水中構造物の損傷を防止できるので、ケーソンなどの水中構造物の設置施工を確実に管理することができ、水中構造物を安定して設置することができる。   According to the underwater structure contact protection material and the underwater structure installation method of the present invention, when the underwater structure is installed, the underwater structure contact method with the existing underwater structure is prevented. Since it can be reliably prevented and damage to the underwater structure can be prevented, installation work of the underwater structure such as a caisson can be reliably managed, and the underwater structure can be stably installed.

1 水中構造物接触防護材 9 砂 10 連結体 11 砂袋 12 ワイヤ 13 棒状体 14 補助ロープ 30 既設のケーソン 30a 側面 31 ケーソン 31a 側面 31b 角部 w 間隔 DESCRIPTION OF SYMBOLS 1 Underwater structure contact protection material 9 Sand 10 Connection body 11 Sand bag 12 Wire 13 Rod-shaped body 14 Auxiliary rope 30 Existing caisson 30a Side surface 31 Caisson 31a Side surface 31b Corner | angular part w space | interval

Claims (4)

水中構造物の高さに比べ短い長さを有するとともに砂を主体とした充填物が充填された複数個の砂袋を綱状部材により前記水中構造物の高さ程度の長さに連結した連結体を備えることを特徴とする水中構造物接触防護材。   A connection in which a plurality of sand bags having a length shorter than the height of the underwater structure and filled with a filler mainly composed of sand are connected to the length of the height of the underwater structure by a rope-like member. An underwater structure contact protective material comprising a body. 前記連結体を少なくとも二列並べ、前記各連結体に対し剛性のある棒状体を横方向に配置し前記各連結体に接続したことを特徴とする請求項1に記載の水中構造物接触防護材。   2. The underwater structure contact protection material according to claim 1, wherein the connecting bodies are arranged in at least two rows, and a rigid rod-like body is arranged in a lateral direction with respect to each connecting body and connected to each connecting body. . 前記連結体とほぼ平行に補助綱状部材を前記連結体間に配置し、前記補助綱状部材と前記棒状体とを接続したことを特徴とする請求項2に記載の水中構造物接触防護材。   The underwater structure contact protection material according to claim 2, wherein an auxiliary rope-shaped member is disposed between the link bodies substantially parallel to the link body, and the auxiliary rope-shaped member and the rod-shaped body are connected. . 水中構造物を設置する設置方法であって、
既設の水中構造物に接近して配置される水中構造物を設置する際に、前記既設の水中構造物の面に請求項1乃至3のいずれか1項に記載の水中構造物接触防護材をその天端から下端まで取り付けてから前記水中構造物を設置することを特徴とする水中構造物設置方法。
An installation method for installing an underwater structure,
The underwater structure contact protective material according to any one of claims 1 to 3 is provided on a surface of the existing underwater structure when the underwater structure arranged close to the existing underwater structure is installed. An underwater structure installation method, wherein the underwater structure is installed after the top end to the bottom end.
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