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JP6218304B2 - Movable breakwater and movable breakwater facility - Google Patents
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JP6218304B2 - Movable breakwater and movable breakwater facility - Google Patents

Movable breakwater and movable breakwater facility Download PDF

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JP6218304B2
JP6218304B2 JP2013055551A JP2013055551A JP6218304B2 JP 6218304 B2 JP6218304 B2 JP 6218304B2 JP 2013055551 A JP2013055551 A JP 2013055551A JP 2013055551 A JP2013055551 A JP 2013055551A JP 6218304 B2 JP6218304 B2 JP 6218304B2
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tube
levitation
outer tube
opening
rocking member
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JP2014181465A (en
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太郎 有川
太郎 有川
木原 一禎
一禎 木原
前川 勉
勉 前川
裕明 海老塚
裕明 海老塚
博士 井上
博士 井上
博英 木村
博英 木村
利紹 城鼻
利紹 城鼻
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Obayashi Corp
Toa Corp
Nippon Steel Engineering Co Ltd
National Institute of Maritime Port and Aviation Technology
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Obayashi Corp
Toa Corp
National Institute of Maritime Port and Aviation Technology
Nippon Steel and Sumikin Engineering Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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Description

本発明は、必要に応じて水底から水面上に突出する可動式防波堤及び可動式防波施設に関する。   The present invention relates to a movable breakwater and a movable breakwater facility that protrude from the bottom of the water onto the water surface as necessary.

水底に昇降可能な防波装置を設置して、津波が発生した場合や荒天時などには、防波装置を水面上まで突出させて、波の影響を低減する可動式防波堤が提案されている。例えば、特許文献1には、海底面に設けたコンクリートを貫通して水底地盤内に鉛直に挿入固定され、かつ密集状態で基礎コンクリートの表面に上端面を開口させて配列された複数の外筒管と、外筒管に昇降可能に挿入され、かつ下端面が開口し、上端面が閉塞された浮上管と、各浮上管内に空気を供給するための給気装置とを備えた可動式防波堤が記載されている。   A movable breakwater has been proposed to reduce the effects of waves by installing a wave breaker that can be raised and lowered at the bottom of the water and causing the wave breaker to protrude above the water surface in the event of a tsunami or during stormy weather. . For example, Patent Document 1 discloses a plurality of outer cylinders that are inserted vertically through a concrete provided on the bottom of the sea and inserted into and fixed in the bottom of the water bottom, and arranged in a dense state with the upper end surface opened on the surface of the foundation concrete. Movable breakwater comprising a pipe, a floating pipe inserted into the outer tube so as to be movable up and down, having a lower end opened and a closed upper end, and an air supply device for supplying air into each floating pipe Is described.

特開2004−116131号公報JP 2004-116131 A

ところで、上述したような可動式防波堤は、図18に示すように、浮上管52を上昇させた場合、当該浮上管52の下端と、外筒管51の上端との間の重なり部分において、浮上管52への波の衝突による水平方向の応力を受けることになる。このため、外筒管51の上端外壁に外筒管側上部補強部材51bが設けられ、外筒管側上部補強部材51bに対して水平方向で重なる浮上管52の内壁に浮上管側上部補強部材52cが設けられるとともに、浮上管52の下端内壁に浮上管側下部補強部材52dが設けられ、当該浮上管側下部補強部材52dに対して水平方向で重なる外筒管51の外壁に外筒管側下部補強部材51cが設けられる。特に、外筒管の上端外壁にあっては、剛性を高めるために枠形のダイヤフラムを外管側上部補強部材51bとする。なお、ダイヤフラムとしての外管側上部補強部材51bは、図18に示す断面矩形枠状に限らず、図には明示しないが、例えば、水底面GLに沿う板材と、当該鋼板から下側で鋼板と外筒管51の外壁面との間に設けられたリブとで構成されたものもある。   By the way, as shown in FIG. 18, the movable breakwater as described above is levitated at the overlapping portion between the lower end of the levitated tube 52 and the upper end of the outer cylindrical tube 51 when the levitated tube 52 is raised. The horizontal stress due to the wave collision to the tube 52 is received. For this reason, the outer cylinder pipe side upper reinforcement member 51b is provided in the upper end outer wall of the outer cylinder pipe 51, and the floating pipe side upper reinforcement member is arranged on the inner wall of the floating pipe 52 that overlaps the outer cylinder pipe side upper reinforcement member 51b in the horizontal direction. 52c is provided, and a floating tube side lower reinforcing member 52d is provided on the inner wall at the lower end of the floating tube 52, and the outer tube side of the outer tube 51 that overlaps the floating tube side lower reinforcing member 52d in the horizontal direction A lower reinforcing member 51c is provided. In particular, in the upper outer wall of the outer tube, a frame-shaped diaphragm is used as the outer tube side upper reinforcing member 51b in order to increase rigidity. The outer tube side upper reinforcing member 51b as a diaphragm is not limited to the rectangular frame shape in cross section shown in FIG. 18 and is not clearly shown in the drawing. For example, a plate material along the bottom surface GL and a steel plate on the lower side from the steel plate. And a rib provided between the outer tube 51 and the outer wall surface of the outer tube 51.

また、浮上管52が浮上したとき、浮上管52が外筒管51から抜けることを回避するため、浮上管52の外周部にはストッパ52bが設けられる。そして、外筒管51の水底面GL側に開口する部分には、外筒管開口部揺止部材51dが設けられる。外筒管側上部補強部材11bは、フランジ51gを介して外筒管51に取り付けられる。浮上管52の浮上時には、ストッパ52bと外筒管開口部揺止部材51dとが当接して、浮上管52が外筒管51から抜けることが回避される。   Further, when the levitation tube 52 is levitated, a stopper 52 b is provided on the outer periphery of the levitation tube 52 in order to prevent the levitation tube 52 from coming off from the outer tube 51. And the outer cylinder pipe opening part rocking | fluctuation member 51d is provided in the part opened to the water bottom GL side of the outer cylinder pipe 51. As shown in FIG. The outer tube side upper reinforcing member 11b is attached to the outer tube 51 through a flange 51g. When the levitation tube 52 is lifted, the stopper 52b and the outer cylinder tube opening rocking member 51d are in contact with each other, and the levitation tube 52 is prevented from coming off the outer tube 51.

しかしながら、上述したように、外筒管51は、上端外壁に外筒管側上部補強部材(ダイヤフラム)51bが設けられることから、外筒管を打設する際において、施工上、外筒管側上部補強部材51bよりも上側に、バイブロハンマーの掴み代として、掴み代51fを設けなければならない。このため、掴み代51fが水底面GLから突出してしまうので、外筒管51を水底地盤内に打設した後に、掴み代51fを除去する作業が必要となる。この結果、施工作業に手間を要することになる。また、外筒管開口部揺止部材51dを取り付けるためにはフランジ51gが必要になる。   However, as described above, the outer cylinder pipe 51 is provided with the outer cylinder pipe side upper reinforcing member (diaphragm) 51b on the upper end outer wall. Therefore, when placing the outer cylinder pipe, A grip allowance 51f must be provided as a grip allowance for the vibro hammer above the upper reinforcing member 51b. For this reason, since the grip allowance 51f protrudes from the water bottom GL, it is necessary to remove the grip allowance 51f after driving the outer tube 51 into the water bottom ground. As a result, labor is required for the construction work. Further, a flange 51g is necessary to attach the outer tube opening opening rocking member 51d.

本発明は、施工作業を容易に行うことができ、かつ浮上管が外筒管から抜けることを回避するための部材を簡易な構造で確実に外筒管に取り付けることのできる可動式防波堤及び可動式防波施設を提供することを目的とする。   The present invention relates to a movable breakwater and a movable breakwater that can easily perform construction work and can reliably attach a member for avoiding the levitation tube to come off from the outer tube with a simple structure. The purpose is to provide a type of wave breaker.

本発明は、上下に長尺に形成され、水底側に開口部を有して水底地盤内に挿入されて固定された外筒管と、前記外筒管の開口部側に設けられる複数の貫通孔と、前記外筒管の内部に挿入され、前記外筒管の長手方向に昇降移動可能に配置されるとともに、自身の内部に供給された気体により浮力を生じて上昇可能に設けられた浮上管と、前記外筒管の開口部の内縁となる内壁の形状に沿った形状の曲面を有するとともに、前記内壁に設けられる外筒管開口部揺止部材と、前記外筒管開口部揺止部材の前記曲面の外側に設けられて、前記貫通孔に嵌め込まれて前記外筒管開口部揺止部材を前記外筒管に固定する固定用突起部と、前記外筒管の外側から前記貫通孔に嵌め込まれるキャップと、前記固定用突起と前記キャップとを締結する締結部材と、を含むことを特徴とする可動式防波堤である。   The present invention includes an outer tube formed in a vertically long shape, having an opening on the water bottom side and inserted and fixed in the water bottom ground, and a plurality of penetrations provided on the opening side of the outer tube A hole and a float that is inserted into the outer tube and is arranged so as to be movable up and down in the longitudinal direction of the outer tube, and is provided so as to be able to ascend by generating buoyancy with the gas supplied to itself. An outer cylinder tube opening rocking member provided on the inner wall, and a curved surface having a shape along the shape of the inner wall of the tube and the inner wall of the opening of the outer tube, and the outer tube tube rocking A fixing protrusion provided on the outer surface of the curved surface of the member and fitted in the through-hole to fix the outer cylinder tube opening rocking member to the outer cylinder tube; A cap that fits into the hole, and a fastening member that fastens the fixing protrusion and the cap A movable breakwater, which comprises a.

この可動式防波堤は、外筒管が水底に打ち込まれた後に、外筒管開口部揺止部材が外筒管に取り付けられる。このため、打ち込みの時点では、外筒管開口部揺止部材が取り付けられるべき部分は何も取り付けられていないので、この部分をヤットコのチャック部で掴む掴み代として利用できる。このため、掴み代を除去する作業が不要となることから、施工作業を容易にすることができる。また、外筒管の貫通孔に外筒管開口部揺止部材の固定用突起部を嵌め込み、キャップにボルトで締結することで外筒管開口部揺止部材を外筒管に取り付けることができる。そして、浮上管の浮力に起因する荷重は、外筒管開口部揺止部材の固定用突起部が貫通孔に係り合って受けるが、外筒管開口部揺止部材の寸法は大きくすることができるので、前記浮力を確実に受けることができる。このように、この稼働式防波堤は、施工作業を容易に行うことができ、かつ浮上管が外筒管から抜けることを回避するための部材を簡易な構造で確実に外筒管に取り付けることができる。   In this movable breakwater, after the outer tube is driven into the water bottom, the outer tube opening opening rocking member is attached to the outer tube. For this reason, at the time of driving, the portion to which the outer cylinder tube opening rocking member is to be attached is not attached, so that this portion can be used as a grip allowance to be gripped by the chuck portion of the Yatco. For this reason, since the operation | work which removes a grip allowance becomes unnecessary, construction work can be made easy. Further, the outer cylindrical tube opening rocking member can be attached to the outer tubular tube by fitting the fixing projection of the outer cylindrical tube opening rocking member into the through-hole of the outer tubular tube and fastening the bolt to the cap. . The load caused by the buoyancy of the levitation tube is received by the fixing projection of the outer cylindrical tube opening rocking member engaged with the through hole, but the size of the outer cylindrical tube rocking member may be increased. Therefore, the buoyancy can be reliably received. In this way, this operational breakwater can be easily installed, and can be securely attached to the outer tube with a simple structure to prevent the levitation tube from coming off the outer tube. it can.

本発明において、前記外筒管開口部揺止部材は、前記曲面の外側に、前記曲面から突出する少なくとも3個の突起部を有することが好ましい。このようにすることで、外筒管開口部揺止部材を外筒管に取り付ける際の位置決め作業が容易になる。   In this invention, it is preferable that the said outer cylinder pipe opening part rocking | fluctuation member has an at least 3 projection part which protrudes from the said curved surface outside the said curved surface. By doing in this way, the positioning operation | work at the time of attaching an outer cylinder pipe opening part rocking | fluctuation member to an outer cylinder pipe becomes easy.

本発明において、前記外筒管開口部揺止部材は、前記外筒管の前記開口部側における端面と係り合う外筒管上端揺止部材を有することが好ましい。このようにすれば、外筒管上端揺止部材が外筒管の開口部側における端部と係り合うので、外筒管開口部揺止部材を外筒管に取り付ける際に、外筒管開口部揺止部材が外筒管の下方に落下するおそれを低減できる。   In this invention, it is preferable that the said outer cylinder pipe opening part rocking | fluctuation member has an outer cylinder pipe upper end rocking | fluctuation member engaged with the end surface in the said opening part side of the said outer cylinder pipe. In this way, since the outer cylinder pipe upper end rocking member is engaged with the end of the outer cylinder pipe on the opening side, when the outer cylinder pipe opening rocking member is attached to the outer cylinder pipe, the outer cylinder pipe opening It is possible to reduce the possibility that the part rocking member will fall below the outer tube.

本発明において、前記浮上管は、蓄電池を内装するとともに、当該蓄電池に電力を供給するための電力受信部を有し、前記外筒管は、前記浮上管の下降位置において前記電力受信部に電力を送信する電力送信部を有しており、前記電力送信部は、前記外筒管の前記水底面から所定深さで埋設された範囲に配置され、前記電力受信部は、前記浮上管の上端が前記水底面と一致された下降位置において、前記浮上管の上端よりも下方の範囲で前記電力送信部に対向して配置されていることが好ましい。このようにすれば、浮上管の下降位置において、電力受信部及び電力送信部が水底面よりも下方に配置されることから、当該電力受信部及び電力送信部が投錨等に接触するおそれ及び損傷するおそれを低減できる。   In the present invention, the levitation tube includes a storage battery and has a power reception unit for supplying power to the storage battery, and the outer tube is configured to supply power to the power reception unit at a lowered position of the levitation tube. The power transmission unit is disposed in a range embedded at a predetermined depth from the water bottom surface of the outer tube, and the power reception unit is an upper end of the floating tube. Is preferably disposed opposite the power transmission unit in a lower range than the upper end of the levitation tube at the lowered position coincident with the water bottom surface. In this way, since the power receiving unit and the power transmitting unit are arranged below the water bottom surface at the lowered position of the levitation tube, the power receiving unit and the power transmitting unit may come into contact with the throwing or the like and may be damaged. The risk of doing so can be reduced.

本発明は、上述の可動式防波堤を水底に複数配列したことを特徴とする可動式防波施設である。この可動式防波施設は、上述の可動式防波堤を有しているので、上述の可動式防波堤における作用、効果と同様の作用、効果を奏する。   The present invention is a movable breakwater facility in which a plurality of the above movable breakwaters are arranged on the bottom of the water. Since this movable breakwater facility has the above-described movable breakwater, the same action and effect as the above-described movable breakwater are exhibited.

本発明は、施工作業を容易に行うことができ、かつ浮上管が外筒管から抜けることを回避するための部材を簡易な構造で確実に外筒管に取り付けることのできる可動式防波堤及び可動式防波施設を提供することができる。   The present invention relates to a movable breakwater and a movable breakwater that can easily perform construction work and can reliably attach a member for avoiding the levitation tube to come off from the outer tube with a simple structure. A type of wave-breaking facility can be provided.

図1は、本発明の実施形態に係る可動式防波施設の平面図である。FIG. 1 is a plan view of a movable breakwater facility according to an embodiment of the present invention. 図2は、図1のA−A矢視一部断面図である。2 is a partial cross-sectional view taken along arrow AA in FIG. 図3は、図1のB−B断面図である。3 is a cross-sectional view taken along line BB in FIG. 図4は、本発明の実施形態に係る可動式防波堤を備える可動式防波施設の全体構成図である。FIG. 4 is an overall configuration diagram of a movable breakwater facility including a movable breakwater according to an embodiment of the present invention. 図5−1は、本発明の実施形態に係る可動式防波堤の浮上管が浮上する様子を示す模式図である。FIG. 5A is a schematic diagram illustrating a state where the floating pipe of the movable breakwater according to the embodiment of the present invention is levitated. 図5−2は、本発明の実施形態に係る可動式防波堤の浮上管が浮上する様子を示す模式図である。FIG. 5-2 is a schematic diagram illustrating a state where the floating pipe of the movable breakwater according to the embodiment of the present invention is levitated. 図5−3は、本発明の実施形態に係る可動式防波堤の浮上管が浮上する様子を示す模式図である。FIG. 5-3 is a schematic diagram illustrating a state where the floating pipe of the movable breakwater according to the embodiment of the present invention is levitated. 図6は、図1のB−B拡大断面図である。6 is an enlarged cross-sectional view taken along the line BB in FIG. 図7は、本実施形態に係る可動式防波堤が有する外筒管開口部揺止部材の取付構造を示す拡大図である。FIG. 7 is an enlarged view showing a mounting structure of an outer cylindrical tube opening rocking member included in the movable breakwater according to the present embodiment. 図8は、図7の矢印Cで示す方向から見た外筒管開口部揺止部材を示す図である。FIG. 8 is a view showing the outer cylindrical tube opening rocking member viewed from the direction indicated by the arrow C in FIG. 図9は、図7の矢印Dで示す方向から見た外筒管開口部揺止部材を示す図である。FIG. 9 is a view showing the outer cylindrical tube opening rocking member viewed from the direction indicated by the arrow D in FIG. 7. 図10は、本実施形態の変形例に係る可動式防波堤が有する外筒管開口部揺止部材の取付構造を示す拡大図である。FIG. 10 is an enlarged view showing a mounting structure of an outer cylindrical tube opening rocking member included in a movable breakwater according to a modification of the present embodiment. 図11は、キャップの斜視図である。FIG. 11 is a perspective view of the cap. 図12は、キャップの変形例を示す斜視図である。FIG. 12 is a perspective view showing a modified example of the cap. 図13は、本実施形態の変形例に係る可動式防波堤が有する外筒管開口部揺止部材の取付構造を示す拡大図である。FIG. 13 is an enlarged view showing a mounting structure of an outer cylindrical tube opening rocking member included in a movable breakwater according to a modification of the present embodiment. 図14は、図1のB−B拡大断面図である。14 is an enlarged cross-sectional view taken along line BB in FIG. 図15は、図1のB−B拡大断面図である。15 is an enlarged cross-sectional view taken along the line BB in FIG. 図16は、図15のC−C矢視図である。16 is a view taken along the line CC in FIG. 図17は、本実施形態に係る可動式防波堤の施工過程の説明図である。FIG. 17 is an explanatory diagram of the construction process of the movable breakwater according to the present embodiment. 図18は、従来の可動式防波堤の概略断面図である。FIG. 18 is a schematic cross-sectional view of a conventional movable breakwater.

本発明を実施するための形態(以下、実施形態という)につき、図面を参照しつつ詳細に説明する。以下の実施形態に記載した内容により本発明が限定されるものではない。また、以下に記載した構成には、当業者が容易に想定できるもの、実質的に同一のもの、均等の範囲のものが含まれる。さらに、以下に記載した構成は適宜組み合わせることが可能である。また、本発明の要旨を逸脱しない範囲で構成の省略、置換又は変更を行うことができる。   A mode for carrying out the present invention (hereinafter referred to as an embodiment) will be described in detail with reference to the drawings. The present invention is not limited by the contents described in the following embodiments. The configurations described below include those that can be easily assumed by those skilled in the art, those that are substantially the same, and those that are equivalent. Furthermore, the structures described below can be combined as appropriate. The configuration can be omitted, replaced, or changed without departing from the gist of the present invention.

本実施形態に係る可動式防波堤は、海底、川底などの水底に設置されて、例えば、津波や高潮などが発生した場合には、水底から水面上に浮上して、津波や高潮の通過を阻害し、港湾設備又は人家などの防波堤の背後地を保護する。   The movable breakwater according to this embodiment is installed on the bottom of the sea, riverbed, etc., for example, when a tsunami or storm surge occurs, it floats from the bottom of the water to the surface of the water and obstructs the passage of the tsunami or storm surge. And protect the back ground of breakwaters such as harbor facilities or houses.

図1は、本実施形態に係る可動式防波施設の平面図である。図2は、図1のA−A矢視一部断面図である。この図2は、本実施形態に係る可動式防波堤が浮上した状態を示している。図3は、図1のB−B断面図である。この図3は、本実施形態に係る可動式防波堤が水底にある状態、すなわち浮上前の状態を示している。図4は、本実施形態に係る可動式防波堤を備える可動式防波施設の全体構成図である。図5−1〜図5−3は、本実施形態に係る可動式防波堤の浮上管が浮上する様子を示す模式図である。   FIG. 1 is a plan view of a movable wave-proof facility according to the present embodiment. 2 is a partial cross-sectional view taken along arrow AA in FIG. This FIG. 2 has shown the state which the movable breakwater which concerns on this embodiment surfaced. 3 is a cross-sectional view taken along line BB in FIG. FIG. 3 shows a state where the movable breakwater according to the present embodiment is at the bottom of the water, that is, a state before rising. FIG. 4 is an overall configuration diagram of a movable breakwater facility including a movable breakwater according to the present embodiment. FIGS. 5-1 to 5-3 are schematic views showing a state where the floating pipe of the movable breakwater according to the present embodiment is levitated.

図1〜図3に示すように、可動式防波施設1は、複数の可動式防波堤10と、監視・制御システム施設100とを含んで構成される。本実施形態において、複数の可動式防波堤10は、岸壁K1、K2の間に一列に配置されて、港の内側(港内BI)と港の外側(港外BO)とを仕切っている。可動式防波堤10は、外筒管11の内側に浮上管12が配置されるとともに、浮上管12の内部に気体(本実施形態では空気)を供給することによって浮上管12を浮上(上昇)させる構造である。なお、可動式防波堤10は、岸壁K1、K2の間に限らず、防波堤(固定式、杭式、浮体式を含む)での間にも設置可能である。   As shown in FIGS. 1 to 3, the movable breakwater facility 1 includes a plurality of movable breakwaters 10 and a monitoring / control system facility 100. In the present embodiment, the plurality of movable breakwaters 10 are arranged in a row between the quays K1 and K2, and partition the inside of the harbor (inside the harbor BI) and the outside of the harbor (outside the harbor BO). The movable breakwater 10 has the levitation tube 12 disposed inside the outer cylindrical tube 11 and levitates (lifts) the levitation tube 12 by supplying gas (air in this embodiment) to the inside of the levitation tube 12. It is a structure. The movable breakwater 10 can be installed not only between the quays K1 and K2, but also between breakwaters (including fixed, pile, and floating bodies).

それぞれの可動式防波堤10は、各送気管3から空気が送られる。複数の送気管3は、水底に配置される送気管ダクト2にまとめられて、一方の岸壁K2上の監視・制御システム施設100内に備えられる気体供給装置に接続される。そして、有事の際、例えば、津波や高潮などの発生時には、前記気体供給装置から送気管3を介して、それぞれの可動式防波堤10の浮上管12内へ気体が供給されて、前記浮上管12が水底から浮上し、一部が水面から突出する。   Each movable breakwater 10 is supplied with air from each air pipe 3. The plurality of air pipes 3 are combined into an air pipe duct 2 disposed on the bottom of the water and connected to a gas supply device provided in the monitoring / control system facility 100 on one quay K2. In the event of an emergency, for example, when a tsunami or storm surge occurs, gas is supplied from the gas supply device into the levitation pipe 12 of each movable breakwater 10 via the air supply pipe 3, and the levitation pipe 12. Floats from the bottom of the water and part of it protrudes from the water surface.

図2、図3に示すように、可動式防波堤10は、外筒管11(可動式防波堤10の固定部分)と、浮上管12(可動式防波堤10の可動部分)とを有する。外筒管11及び浮上管12は、円筒形状の部材であり、鋼管で構成されている。外筒管11及び浮上管12は、いずれも防食が施されている。なお、外筒管11及び浮上管12は、円筒形状に限られるものではない。なお、外筒管11及び浮上管12は、鋼管に限らず、炭素繊維で構成されていてもよく、あるいは、外筒管11又は浮上管12の一方が鋼管で、他方が炭素繊維で構成されるような異種材料による構造であってもよい。   As shown in FIGS. 2 and 3, the movable breakwater 10 includes an outer tube 11 (a fixed portion of the movable breakwater 10) and a floating tube 12 (a movable portion of the movable breakwater 10). The outer tube 11 and the levitation tube 12 are cylindrical members and are formed of steel tubes. Both the outer tube 11 and the levitation tube 12 are subjected to anticorrosion. The outer tube 11 and the levitation tube 12 are not limited to a cylindrical shape. The outer tube 11 and the levitation tube 12 are not limited to steel pipes, and may be made of carbon fiber, or one of the outer tube 11 or the levitation tube 12 is made of steel and the other is made of carbon fiber. Such a structure of different materials may be used.

外筒管11は、上下に長尺に形成され、水底地盤E内に打ち込まれている。外筒管11は、下層部が水底地盤E内に挿入固定され、上層部の周囲に捨石5が敷設されている。この捨石5の上面が水底面GLとなる。外筒管11は、水底側である上端に開口部11aを有する。また、外筒管11は、水底地盤Eに挿入された底部から上記送気管3が差し込まれて、内部に気体出口3aが配置される。   The outer tube 11 is formed in a vertically long shape and is driven into the water bottom ground E. The outer tube 11 has a lower layer portion inserted and fixed in the water bottom ground E, and a rubble 5 is laid around the upper layer portion. The upper surface of the rubble 5 becomes the water bottom GL. The outer tube 11 has an opening 11a at the upper end on the water bottom side. Further, the outer tube 11 is inserted with the air supply tube 3 from the bottom portion inserted into the water bottom ground E, and the gas outlet 3a is disposed inside.

浮上管12は、外筒管11の内部に、外筒管11の開口部11aから、外筒管11の長手方向(管軸方向)に沿って差し込まれ、外筒管11の長手方向に対して昇降可能に配置されている。この浮上管12は、その内部に供給される気体によって浮力を発生して、外筒管11から浮上可能に構成される。具体的に、図3に示すように、浮上管12は、内部に複数の仕切部材(本実施形態では板状の部材)15,16が設けられている。(以下、仕切部材15を第1仕切部材といい、仕切部材16を第2仕切部材という)。第1仕切部材15は、浮上管12の上方に配置され、第2仕切部材16は、第1仕切部材15の下方に配置される。また、浮上管12は、上端が蓋17によって閉塞されている。そして、浮上管12は、第1仕切部材15、第2仕切部材16、及び蓋17によって、内部が複数の部屋に仕切られる。   The levitation tube 12 is inserted into the outer tube 11 from the opening 11 a of the outer tube 11 along the longitudinal direction (tube axis direction) of the outer tube 11, with respect to the longitudinal direction of the outer tube 11. And can be moved up and down. The levitation tube 12 is configured to generate buoyancy by the gas supplied into the buoyancy tube 12 and to float from the outer tube 11. Specifically, as shown in FIG. 3, the levitation tube 12 is provided with a plurality of partition members (plate-like members in the present embodiment) 15 and 16 therein. (Hereinafter, the partition member 15 is referred to as a first partition member, and the partition member 16 is referred to as a second partition member). The first partition member 15 is disposed above the levitation tube 12, and the second partition member 16 is disposed below the first partition member 15. In addition, the upper end of the levitation tube 12 is closed by a lid 17. The levitation tube 12 is partitioned into a plurality of rooms by the first partition member 15, the second partition member 16, and the lid 17.

第1仕切部材15と第2仕切部材16と浮上管12の側壁とで仕切られる空間13は、送気管3から浮上管12の内部に供給された気体を溜めて、浮上管12に浮力を発生させるための空間である。以下、空間13を気室13という。蓋17と第1仕切部材15と浮上管12の側壁とで仕切られる空間CRは、可動式防波堤10の状態を監視したり、送気管3から気体が供給されなかった場合に浮上管12を浮上させたり、浮上した浮上管12を下降させて外筒管11の内部に戻す動作をさせたりするための制御機器20が配置されている。以下、空間CRを機械室CRという。第2仕切部材16は、孔16aを備える。孔16aは、送気管3から浮上管12の内部に供給される気体を気室13へ導く。   The space 13 partitioned by the first partition member 15, the second partition member 16, and the side wall of the levitation tube 12 accumulates the gas supplied from the air supply tube 3 to the inside of the levitation tube 12 and generates buoyancy in the levitation tube 12. It is a space to make it. Hereinafter, the space 13 is referred to as an air chamber 13. The space CR partitioned by the lid 17, the first partition member 15, and the side wall of the levitation tube 12 monitors the state of the movable breakwater 10 or levitates the levitation tube 12 when no gas is supplied from the air supply tube 3. A control device 20 is arranged for causing the floated pipe 12 to move down and to return the floated pipe 12 to the inside of the outer tube 11. Hereinafter, the space CR is referred to as a machine room CR. The second partition member 16 includes a hole 16a. The hole 16 a guides the gas supplied from the air supply pipe 3 to the inside of the floating pipe 12 to the air chamber 13.

浮上管12は、その側壁内面に浮力発生手段14が取り付けられる。浮力発生手段14は、例えば、気泡を有する樹脂、例えば、発泡スチロールなどである。また、浮力発生手段14は、単なる空間に空気や窒素などの気体を充填した構造としてもよい。可動式防波堤10は、有事の際には浮上管12の気室13に気体を供給し、この気体によって浮上管12に浮力を発生させ、浮上管12を外筒管11から浮上させる。浮力発生手段14を浮上管12に取り付けることにより、浮上管12を浮上させる際には、浮上管12を浮上させるために必要な浮力のうち、浮力発生手段14が発生する浮力で不足する分を気体によってまかなえばよい。これによって、浮上管12の内部に供給する気体の量を低減できるので、浮上管12を迅速に浮上させることができる。   Buoyancy generating means 14 is attached to the inner surface of the side wall of the levitation tube 12. The buoyancy generating means 14 is, for example, a resin having bubbles, for example, polystyrene foam. The buoyancy generating means 14 may have a structure in which a simple space is filled with a gas such as air or nitrogen. The movable breakwater 10 supplies gas to the air chamber 13 of the levitation tube 12 in the event of an emergency, generates buoyancy in the levitation tube 12 by this gas, and causes the levitation tube 12 to float from the outer tube 11. By attaching the buoyancy generating means 14 to the levitation tube 12, when the levitation tube 12 is levitated, the amount of buoyancy required to levitate the levitation tube 12 is insufficient by the buoyancy generated by the buoyancy generation means 14. It may be covered by gas. As a result, the amount of gas supplied to the inside of the levitation tube 12 can be reduced, so that the levitation tube 12 can be quickly levitated.

浮上管12は、その下端に開口部12aが設けられている。そして、開口部12aの下方に、送気管3の気体出口3aが配置される。なお、送気管3の気体入口は、上述した気体供給装置に接続されている。   The levitation tube 12 has an opening 12a at its lower end. And the gas outlet 3a of the air feeding pipe 3 is arrange | positioned under the opening part 12a. Note that the gas inlet of the air supply pipe 3 is connected to the gas supply device described above.

気体供給装置は、図4に示すように、気体ボトル104と、気体ボトル104と送気管3との間に設けられる開閉弁110と、電動機103で駆動される圧縮機102とを含んで構成される。これらは、監視・制御システム施設100に備えられる。送気管3の気体入口は、気体供給装置を構成する開閉弁110に接続されている。気体ボトル104は、圧縮機102によって高圧(20MPa程度)の気体が充填される。そして、浮上管12を浮上させる際には、開閉弁110が開かれて、気体ボトル104内の気体が送気管3を通って浮上管12の内部に供給される。気体ボトル104は、それぞれの可動式防波堤10に対して設けられており、本実施形態では、1台の可動式防波堤10に対して2台の気体ボトル104が用意される。なお、それぞれの気体ボトル104に対して個別に送気管3を設け、2本の送気管3を浮上管12の開口部12aの下方に配置してもよい。   As shown in FIG. 4, the gas supply device includes a gas bottle 104, an on-off valve 110 provided between the gas bottle 104 and the air supply pipe 3, and a compressor 102 driven by an electric motor 103. The These are provided in the monitoring / control system facility 100. A gas inlet of the air supply pipe 3 is connected to an on-off valve 110 constituting a gas supply device. The gas bottle 104 is filled with a high-pressure (about 20 MPa) gas by the compressor 102. When the levitation tube 12 is levitated, the on-off valve 110 is opened, and the gas in the gas bottle 104 is supplied into the levitation tube 12 through the air supply tube 3. The gas bottles 104 are provided for the respective movable breakwaters 10. In this embodiment, two gas bottles 104 are prepared for one movable breakwater 10. Note that the air supply pipes 3 may be individually provided for the respective gas bottles 104, and the two air supply pipes 3 may be disposed below the opening 12 a of the floating pipe 12.

1台の気体ボトル104によって、1台の可動式防波堤10の浮上管12を浮上させることができるが、1台の可動式防波堤10に対して2台の気体ボトル104を用意することで、一方の気体供給系統に何らかの不具合が発生した場合には、もう一方をバックアップとして用いることにより、より確実に浮上管12を浮上させることができる。また、2台の気体ボトル104から1台の可動式防波堤10へ気体を供給することにより、気体ボトル104を単独で用いるよりも迅速に浮上管12を浮上させることができる。なお、1台の気体ボトル104によって、3台の可動式防波堤10の浮上管12を浮上させるように構成する例として、中央の可動式防波堤10の浮上管12にのみ送気間3で送気し、その両側の可動式防波堤10では、中央の可動式防波堤10よりも浮力発生手段14の体積を大きくして略中性浮力とし、両側の可動式防波堤10の浮上管12を、中央の浮上管12によって吊り上げるように浮上させる構成にすることが好ましい。このように構成することで、送気管3の数を減少させることが可能になる。また、同様の構成により、1台の気体ボトル104によって、5台の可動式防波堤10の浮上管12を浮上させるように構成することも可能である。このように、1台の気体ボトル104で複数の可動式防波堤10の浮上管12を浮上させるように構成してもよい。   The floating pipe 12 of one movable breakwater 10 can be levitated by one gas bottle 104, but by preparing two gas bottles 104 for one movable breakwater 10, When some trouble occurs in the gas supply system, the other can be used as a backup, so that the levitation tube 12 can be lifted more reliably. Further, by supplying gas from the two gas bottles 104 to one movable breakwater 10, the levitation tube 12 can be floated more quickly than when the gas bottle 104 is used alone. In addition, as an example in which the floating pipe 12 of the three movable breakwaters 10 is levitated by one gas bottle 104, only the floating pipe 12 of the central movable breakwater 10 is fed between the air feeds 3 In the movable breakwaters 10 on both sides, the volume of the buoyancy generating means 14 is made larger than that in the central movable breakwater 10 so that the buoyancy generating means 14 has a substantially neutral buoyancy. It is preferable that the tube 12 is lifted so as to be lifted. By comprising in this way, it becomes possible to reduce the number of the air supply pipes 3. Further, with the same configuration, it is also possible to configure the floating pipes 12 of the five movable breakwaters 10 to be levitated by one gas bottle 104. Thus, you may comprise so that the floating pipe | tube 12 of the several movable breakwater 10 may be levitated by the one gas bottle 104. FIG.

電動機103及び圧縮機102は、監視・制御装置101によって制御される。監視・制御装置101は、例えば、気体ボトル104内に充填されている気体の圧力を気体圧力センサ111によって取得し、規定の圧力よりも低い場合には電動機103を駆動して圧縮機102を作動させ、規定の圧力になるまで圧縮機102から気体ボトル104内へ気体を充填する。また、監視・制御装置101は、送気管3に設けられた送気管3内の圧力を検出する送気管圧力検出センサ(送気管内圧力検出手段)105から送気管3内の圧力を取得して、送気管3に漏洩箇所があるか否かを監視する。   The motor 103 and the compressor 102 are controlled by the monitoring / control device 101. For example, the monitoring / control device 101 acquires the pressure of the gas filled in the gas bottle 104 by the gas pressure sensor 111, and drives the electric motor 103 to operate the compressor 102 when the pressure is lower than the specified pressure. The gas is filled from the compressor 102 into the gas bottle 104 until a predetermined pressure is reached. The monitoring / control device 101 acquires the pressure in the air supply pipe 3 from an air supply pipe pressure detection sensor (air supply pipe pressure detection means) 105 that detects the pressure in the air supply pipe 3 provided in the air supply pipe 3. Then, it is monitored whether or not there is a leaking part in the air pipe 3.

さらに、監視・制御装置101は、可動式防波堤10の機械室CR内の制御機器20と通信して、可動式防波堤10の状態を監視したり、浮上管12の動きを制御したりする。例えば、浮上した浮上管12を外筒管11内に戻す場合、監視・制御装置101は、制御機器20を介して、気室13と気室13の外部とを接続する配管の途中に設けられた排気弁18を開く。これによって、気室13内の気体が気室13の外部に放出されるとともに、気室13内の気体が水に置換されて浮上管12の浮力が低下するので、浮上管12は沈降して外筒管11内に収まる。   Further, the monitoring / control device 101 communicates with the control device 20 in the machine room CR of the movable breakwater 10 to monitor the state of the movable breakwater 10 and to control the movement of the floating pipe 12. For example, when returning the floated levitation pipe 12 to the outer cylinder pipe 11, the monitoring / control device 101 is provided in the middle of a pipe connecting the air chamber 13 and the outside of the air chamber 13 via the control device 20. Open the exhaust valve 18. As a result, the gas in the air chamber 13 is released to the outside of the air chamber 13, and the gas in the air chamber 13 is replaced with water, so that the buoyancy of the levitation tube 12 is lowered. Fits in the outer tube 11.

有事の際、例えば、監視・制御装置101が津波や高潮などの警報を受信した場合、監視・制御装置101は、開閉弁110を開き、図5−1に示すように、送気管3を介して気体ボトル104内の気体を浮上管12の内部に供給する。送気管3から浮上管12内へ供給された気体は、図5−1に示すように、第2仕切部材16の孔16aを通って気室13へ入る。気室13の内部の気体によって発生する浮力と、浮力発生手段14によって発生する浮力との和が水中における浮上管12全体の重量を超えると、図5−2に示すように、浮上管12は、水面WLに向かって外筒管11から浮上を開始する。そして、図5−3に示すように、浮上管12の一部が水面WL上に突出する。このとき、気室13内の余分な気体は、気室13に設けられた孔D1から排出される。また、機械室CR内の水は、機械室CRに設けられた孔D2から排水される。このようにして、有事の際には、図2に示すように複数の浮上管12が一列に水面WLから突出して防波堤の機能を発揮し、津波や高潮などから港湾設備などを保護する。次に、上述した可動式防波施設1に設けられた可動式防波堤10の詳細について図を参照して説明する。   In the event of an emergency, for example, when the monitoring / control device 101 receives an alarm such as a tsunami or a storm surge, the monitoring / control device 101 opens the on-off valve 110 and, as shown in FIG. Thus, the gas in the gas bottle 104 is supplied to the inside of the levitation tube 12. The gas supplied from the air supply pipe 3 into the levitation pipe 12 enters the air chamber 13 through the hole 16a of the second partition member 16 as shown in FIG. When the sum of the buoyancy generated by the gas inside the air chamber 13 and the buoyancy generated by the buoyancy generating means 14 exceeds the weight of the entire buoyancy tube 12 in water, as shown in FIG. Then, ascending from the outer tube 11 toward the water surface WL is started. And as shown to FIGS. 5-3, a part of levitation pipe 12 protrudes on the water surface WL. At this time, excess gas in the air chamber 13 is exhausted from the hole D1 provided in the air chamber 13. Further, the water in the machine room CR is drained from a hole D2 provided in the machine room CR. In this way, in the event of an emergency, as shown in FIG. 2, a plurality of levitation pipes 12 project from the water surface WL in a row to exhibit the function of a breakwater, and protect harbor facilities and the like from tsunamis and storm surges. Next, details of the movable breakwater 10 provided in the movable breakwater facility 1 will be described with reference to the drawings.

図6は、図1のB−B拡大断面図である。この図6は、可動式防波堤10が浮上した状態を示している。図6に示すように、可動式防波堤10の外筒管11は、上述のように水底側である上端に開口部11aを有する。外筒管11は、開口部11aが、捨石5の上面である水底面GLと一致して配置されている。また、外筒管11は、水底面GLから下方に所定深さH1(例えば、70[cm])で捨石5により埋設された外壁に対し、外筒管側上部補強部材(外筒管側補強部材)11bが設けられている。さらに、外筒管11は、外筒管側上部補強部材11bから下方に所定深さH2で水底地盤E内に埋設された外壁に対し、外筒管側下部補強部材(外筒管側補強部材)11cが設けられている。   6 is an enlarged cross-sectional view taken along the line BB in FIG. This FIG. 6 has shown the state which the movable breakwater 10 surfaced. As shown in FIG. 6, the outer tube 11 of the movable breakwater 10 has an opening 11a at the upper end on the water bottom side as described above. The outer tube 11 is arranged such that the opening 11 a coincides with the water bottom GL which is the upper surface of the rubble 5. Moreover, the outer cylinder pipe 11 is an outer cylinder pipe side upper reinforcement member (outer cylinder pipe side reinforcement member) with respect to the outer wall embedded by the rubble 5 with the predetermined depth H1 (for example, 70 [cm]) below the water bottom GL. Member) 11b. Further, the outer cylinder pipe 11 has an outer cylinder pipe-side lower reinforcement member (outer cylinder pipe-side reinforcement member) with respect to an outer wall embedded in the water bottom ground E at a predetermined depth H2 downward from the outer cylinder pipe-side upper reinforcement member 11b. ) 11c is provided.

外筒管側上部補強部材11b及び外筒管側下部補強部材11cは、鋼板をリング状に形成したもので、外筒管11の外壁に固定され、好ましくは周方向で均一に配置された状態で固定されている。また、外筒管11は、開口部11aの内縁となる内壁に、外筒管開口部揺止部材11dが設けられている。外筒管開口部揺止部材11dは、鋼板をリング状に形成したもので、外筒管11の内壁に固定され、好ましくは周方向で均一に配置された状態で固定されている。また、外筒管11は、開口部11aの外縁となる上端に、外筒管上端揺止部材11eが設けられている。外筒管上端揺止部材11eは、鋼板をリング状に形成したもので、外筒管開口部揺止部材11dと一体に接合され、外筒管11の上端に固定され、好ましくは周方向で均一に配置された状態で固定されている。なお、必要とされる断面強度を確保できれば、外筒管側補強部材としての外筒管側上部補強部材11b及び外筒管側下部補強部材11cを設けなくてもよい。   The outer tube side upper reinforcing member 11b and the outer tube side lower reinforcing member 11c are formed of a steel plate in a ring shape, fixed to the outer wall of the outer tube 11 and preferably arranged uniformly in the circumferential direction. It is fixed with. Moreover, the outer cylinder pipe 11 is provided with the outer cylinder pipe opening part rocking | fluctuation member 11d in the inner wall used as the inner edge of the opening part 11a. The outer cylindrical tube opening rocking member 11d is a steel plate formed in a ring shape, and is fixed to the inner wall of the outer cylindrical tube 11, and is preferably fixed in a state of being uniformly arranged in the circumferential direction. Moreover, the outer cylinder pipe 11 is provided with the outer cylinder pipe upper end rocking | fluctuation member 11e in the upper end used as the outer edge of the opening part 11a. The outer cylinder pipe upper end rocking member 11e is formed of a steel plate in a ring shape, and is integrally joined to the outer cylinder pipe opening rocking member 11d and fixed to the upper end of the outer cylinder pipe 11, preferably in the circumferential direction. It is fixed in a uniformly arranged state. In addition, if the required cross-sectional strength can be ensured, the outer tube side upper reinforcing member 11b and the outer tube side lower reinforcing member 11c as the outer tube side reinforcing member may not be provided.

図6に示すように、可動式防波堤10の浮上管12は、外筒管11の開口部11aから、外筒管11の長手方向に沿って差し込まれている。浮上管12は、下降して外筒管11の内部に収まった状態では、その上端が水底面GLと一致する下降位置を呈する。この浮上管12は、ストッパ12bが設けられている。ストッパ12bは、浮上管12の外壁に固定され、浮上管12が浮上した上昇位置において、外筒管開口部揺止部材11dに当接することにより、浮上管12のさらなる浮上を止めるものである。すなわち、ストッパ12bは、浮上管12の浮上高さを位置決めするものである。また、浮上管12は、ストッパ12bが外筒管開口部揺止部材11dに当接した状態で、外筒管11の外筒管側上部補強部材11bに水平方向で対向する位置となる内壁に、浮上管側上部補強部材(浮上管側補強部材)12cが設けられている。さらに、浮上管12は、ストッパ12bが外筒管開口部揺止部材11dに当接した状態で、外筒管11の外筒管側下部補強部材11cに水平方向で対向する位置となる内壁に、浮上管側下部補強部材(浮上管側補強部材)12dが設けられている。   As shown in FIG. 6, the floating pipe 12 of the movable breakwater 10 is inserted from the opening 11 a of the outer cylindrical pipe 11 along the longitudinal direction of the outer cylindrical pipe 11. In a state where the levitation tube 12 descends and is accommodated in the outer cylindrical tube 11, the upper end of the levitation tube 12 exhibits a descending position that coincides with the water bottom GL. The levitation tube 12 is provided with a stopper 12b. The stopper 12b is fixed to the outer wall of the levitation tube 12, and stops further rising of the levitation tube 12 by abutting against the outer cylinder tube opening rocking member 11d at the raised position where the levitation tube 12 is levitated. That is, the stopper 12b positions the flying height of the floating pipe 12. In addition, the levitation tube 12 is formed on the inner wall that is positioned to face the outer tube-side upper reinforcing member 11b of the outer tube 11 in the horizontal direction with the stopper 12b in contact with the outer tube tube opening rocking member 11d. A floating tube side upper reinforcing member (floating tube side reinforcing member) 12c is provided. Further, the levitation tube 12 is formed on the inner wall that is positioned to face the outer tube-side lower reinforcing member 11c of the outer tube 11 in the horizontal direction with the stopper 12b in contact with the outer tube tube opening rocking member 11d. A floating tube side lower reinforcing member (floating tube side reinforcing member) 12d is provided.

浮上管側上部補強部材12c及び浮上管側下部補強部材12dは、形鋼をリング状に形成したもので、浮上管12の内壁に固定され、好ましくは周方向で均一に配置された状態で固定されている。これら浮上管側上部補強部材12c及び浮上管側下部補強部材12dをなす形鋼は、図6では、T形鋼として示している。その他、浮上管側上部補強部材12c及び浮上管側下部補強部材12dとすることができる形鋼には、I形鋼、H形鋼、L形鋼、Z形鋼、山形鋼、溝形鋼、平形鋼又は球平形鋼などがある。また、浮上管12は、その下端の外壁に浮上管下端揺止部材12eが設けられている。浮上管下端揺止部材12eは、鋼板をリング状に形成したもので、浮上管12の下端に固定されている。   The levitation tube side upper reinforcement member 12c and the levitation tube side lower reinforcement member 12d are formed of a shape steel in a ring shape, fixed to the inner wall of the levitation tube 12, and preferably fixed in a circumferentially arranged state. Has been. The section steel that forms the floating pipe side upper reinforcing member 12c and the floating pipe side lower reinforcing member 12d is shown as a T-section steel in FIG. In addition, the shape steel that can be used as the levitation tube side upper reinforcement member 12c and the levitation tube side lower reinforcement member 12d includes I-shaped steel, H-shaped steel, L-shaped steel, Z-shaped steel, angle steel, groove-shaped steel, There are flat steel and spherical flat steel. The levitation tube 12 is provided with a levitation tube lower end rocking member 12e on the outer wall at the lower end thereof. The levitation tube lower end rocking member 12e is a steel plate formed in a ring shape, and is fixed to the lower end of the levitation tube 12.

このような可動式防波堤10は、浮上管12が浮上した上昇位置において、ストッパ12bが外筒管開口部揺止部材11dに当接し、浮上管12の浮上高さが位置決めされる。そして、外筒管開口部揺止部材11d、外筒管上端揺止部材11e、及び浮上管下端揺止部材12eが外筒管11と浮上管12との間のスペーサとなって、波や風の衝突による浮上管12の揺れが抑えられる。また、波や風の衝突による浮上管12への水平方向の応力を、外筒管側補強部材11b、11c及び浮上管側補強部材12c、12dにより受ける。なお、外筒管開口部揺止部材11dや外筒管上端揺止部材11eも、波や風の衝突による浮上管12への水平方向の応力を受ける補強部材として機能する。次に、外筒管開口部揺止部材10dの取付構造について詳細に説明する。   In such a movable breakwater 10, the stopper 12 b comes into contact with the outer cylinder tube opening rocking member 11 d at the rising position where the levitation tube 12 is levitated, and the levitation height of the levitation tube 12 is positioned. Then, the outer cylinder tube opening rocking member 11d, the outer tube upper end rocking member 11e, and the floating tube lower end rocking member 12e serve as a spacer between the outer tube 11 and the floating tube 12, and waves and wind Swaying of the levitation tube 12 due to the collision is suppressed. Further, the horizontal stress on the levitation tube 12 due to the collision of waves and wind is received by the outer tube side reinforcing members 11b and 11c and the levitation tube side reinforcing members 12c and 12d. Note that the outer cylinder tube opening rocking member 11d and the outer tube upper end rocking member 11e also function as a reinforcing member that receives horizontal stress on the floating tube 12 due to a wave or wind collision. Next, the mounting structure of the outer cylindrical tube opening rocking member 10d will be described in detail.

図7は、本実施形態に係る可動式防波堤が有する外筒管開口部揺止部材の取付構造を示す拡大図である。図8は、図7の矢印Cで示す方向から見た外筒管開口部揺止部材を示す図である。図8において、外筒管11は二点鎖線で示してある。図9は、図7の矢印Dで示す方向から見た外筒管開口部揺止部材を示す図である。外筒管11の開口部11a側には、複数の貫通孔11Hが設けられる。図9に示すように、外筒管開口部揺止部材11dは、外筒管11の開口部11aの内縁となる内壁11Iの形状に沿った形状の曲面BPを有する。本実施形態において、外筒管開口部揺止部材11dは、内壁11Iの形状に沿って曲げられた板状の部材であり、曲面BPの曲率半径が外筒管11の内壁11Iの曲率半径と略同一になる。すなわち、外筒管開口部揺止部材11dは、円管の一部を切り取ったような形状を有する部材である。そして、外筒管開口部揺止部材11dは、外筒管11の開口部11a側から見た形状が円弧形状である。外筒管開口部揺止部材11dは、外筒管11の周方向に向かって、外筒管11の内壁11Iに複数設けられる。   FIG. 7 is an enlarged view showing a mounting structure of an outer cylindrical tube opening rocking member included in the movable breakwater according to the present embodiment. FIG. 8 is a view showing the outer cylindrical tube opening rocking member viewed from the direction indicated by the arrow C in FIG. In FIG. 8, the outer tube 11 is indicated by a two-dot chain line. FIG. 9 is a view showing the outer cylindrical tube opening rocking member viewed from the direction indicated by the arrow D in FIG. 7. A plurality of through holes 11 </ b> H are provided on the opening 11 a side of the outer tube 11. As shown in FIG. 9, the outer cylinder tube opening rocking member 11 d has a curved surface BP having a shape along the shape of the inner wall 11 </ b> I serving as the inner edge of the opening 11 a of the outer tube 11. In the present embodiment, the outer cylinder pipe opening rocking member 11d is a plate-like member bent along the shape of the inner wall 11I, and the curvature radius of the curved surface BP is equal to the curvature radius of the inner wall 11I of the outer cylinder pipe 11. It becomes almost the same. That is, the outer cylindrical tube opening rocking member 11d is a member having a shape obtained by cutting a part of a circular tube. And as for the outer cylinder pipe opening part rocking | fluctuation member 11d, the shape seen from the opening part 11a side of the outer cylinder pipe 11 is circular arc shape. A plurality of outer tube opening rocking members 11 d are provided on the inner wall 11 </ b> I of the outer tube 11 in the circumferential direction of the outer tube 11.

外筒管開口部揺止部材11dは、外筒管11の開口部11a側における端部に、外筒管上端揺止部材11eを有する。外筒管上端揺止部材11eは、外筒管開口部揺止部材11dを外筒管11へ取り付ける際に外筒管11の開口部11a側における端部(開口側端部)11Tに係り合って、外筒管開口部揺止部材11dの位置決めをすることができる。外筒管開口部揺止部材11dを外筒管11に取り付ける作業は水中で行われるが、外筒管上端揺止部材11eが開口側端部11Tに係り合うことにより、外筒管開口部揺止部材11dが外筒管11内に落下するおそれを低減して作業効率を向上させることができる。なお、外筒管開口部揺止部材11dは、外筒管上端揺止部材11eを有していなくてもよい。   The outer cylinder tube opening rocking member 11d includes an outer tube upper end rocking member 11e at the end of the outer tube 11 on the opening 11a side. The outer tube upper end rocking member 11e is engaged with the end (opening side end) 11T on the opening 11a side of the outer tube 11 when attaching the outer tube opening rocking member 11d to the outer tube 11. Thus, the outer cylindrical tube opening rocking member 11d can be positioned. The operation of attaching the outer cylinder pipe opening rocking member 11d to the outer cylinder pipe 11 is performed in water, but the outer cylinder pipe upper end rocking member 11e is engaged with the opening side end portion 11T, whereby the outer cylinder pipe opening rocking member is rocked. The work efficiency can be improved by reducing the possibility of the stop member 11d falling into the outer tube 11. In addition, the outer cylinder pipe opening part rocking | locking member 11d does not need to have the outer cylinder pipe upper end rocking member 11e.

外筒管開口部揺止部材11dは、外筒管11の開口部11a側における端部に、外筒管開口部揺止部材11dを吊り下げるためのアイボルトを取り付けるボルト穴11dfを有している。外筒管開口部揺止部材11dを外筒管11に取り付ける場合、前記アイボルトをボルト穴11dfにねじ込んで取り付けて、前記アイボルトを介して外筒管開口部揺止部材11dを吊り下げる。このようにすることで、水中での作業効率が向上する。   The outer cylinder tube opening rocking member 11d has a bolt hole 11df for attaching an eyebolt for suspending the outer cylinder tube opening rocking member 11d at the end of the outer tube 11 on the opening 11a side. . When attaching the outer cylinder tube opening rocking member 11d to the outer tube 11, the eyebolt is screwed into the bolt hole 11df and the outer tube opening rocking member 11d is suspended via the eyebolt. By doing in this way, the work efficiency in water improves.

図7から図9に示すように、外筒管開口部揺止部材11dは、固定用突起部32を有する。本実施形態において、固定用突起部32は複数であるが、少なくとも1個あればよい。固定用突起部32は、外筒管開口部揺止部材11dの曲面BPの外側に設けられており、外筒管開口部揺止部材11dの曲面BPの外側から突出している。本実施形態において、固定用突起32は、外筒管開口部揺止部材11dと一体かつ同一の材料で作られているが、このような形態に限定されるものではない。なお、本実施形態において、固定用突起32及び外筒管開口部揺止部材11dは、鋳造で製造される。両者の材料は、鋳鉄であるがこれに限定されるものではない。   As shown in FIGS. 7 to 9, the outer cylindrical tube opening rocking member 11 d has a fixing protrusion 32. In the present embodiment, there are a plurality of fixing protrusions 32, but at least one fixing protrusion 32 is sufficient. The fixing protrusion 32 is provided on the outer side of the curved surface BP of the outer cylinder tube opening rocking member 11d, and protrudes from the outer surface of the curved surface BP of the outer cylinder tube opening rocking member 11d. In the present embodiment, the fixing protrusion 32 is made of the same material as that of the outer cylindrical tube opening rocking member 11d, but is not limited to such a form. In the present embodiment, the fixing protrusion 32 and the outer cylindrical tube opening rocking member 11d are manufactured by casting. Although both materials are cast iron, it is not limited to this.

固定用突起部32は、外筒管開口部揺止部材11dを外筒管11へ取り付ける際に、外筒管11の貫通孔11Hに嵌め込まれる。そして、固定用突起部32は、外筒管開口部揺止部材11dを外筒管11に固定する。固定用突起部32は、座繰り部11dzを有するボルト取付孔11dhを有する。ボルト取付孔11dhは、固定用突起部32及び外筒管開口部揺止部材11dの両方を貫通する。ボルト取付孔11dhには、後述する締結部材であるボルト34が貫通する。ボルト34の頭は、座繰り部11dzに隠れて外筒管開口部揺止部材11dの表面から突出しないので、図6に示す浮上管12と外筒管開口部揺止部材11dとの間に必要な所定量のクリアランスを確実に確保できる。また、ボルト34の頭が外筒管開口部揺止部材11dの表面から突出しないことにより、浮上した浮上管12の側面はボルト34の頭に接触せず、外筒管開口部揺止部材11dの表面全体に接触する。ボルト34の頭が浮上管12に接触するとその部分には局所的に大きな力が作用するが、座繰り部11dzにより浮上管12に対して局所的に大きな力が作用することを回避できる。   The fixing protrusion 32 is fitted into the through hole 11H of the outer tube 11 when the outer tube opening sway member 11d is attached to the outer tube 11. Then, the fixing protrusion 32 fixes the outer cylinder tube opening rocking member 11 d to the outer tube 11. The fixing protrusion 32 has a bolt mounting hole 11dh having a counterbore 11dz. The bolt mounting hole 11dh penetrates both the fixing protrusion 32 and the outer tube opening rocking member 11d. A bolt 34 which is a fastening member described later passes through the bolt mounting hole 11dh. Since the head of the bolt 34 is hidden behind the counterbore 11dz and does not protrude from the surface of the outer cylindrical tube opening rocking member 11d, it is between the floating tube 12 and the outer cylindrical tube opening rocking member 11d shown in FIG. The required predetermined amount of clearance can be reliably ensured. In addition, since the head of the bolt 34 does not protrude from the surface of the outer cylindrical tube opening rocking member 11d, the side surface of the levitated pipe 12 does not come into contact with the head of the bolt 34, and the outer cylindrical tube opening rocking member 11d. Touch the entire surface of the. When the head of the bolt 34 comes into contact with the levitation tube 12, a large force acts locally on the portion, but it can be avoided that a large force acts locally on the levitation tube 12 by the countersink portion 11 dz.

固定用突起部32は、平面視が円形である。後述するように、固定用突起部32は、傾斜部32Sを有するので、円錐台形状となっている。貫通孔11Hの固定用突起部32が嵌め込まれる部分の形状は、少なくとも円形である。なお、固定用突起部32は、平面視が円形のものに限定されず、例えば、平面視が四角形、六角形等の多角形又は平面視が楕円形等であってもよい。この場合、貫通孔11Hの固定用突起部32が嵌め込まれる部分も、固定用突起部32に合わせた形状とする。   The fixing protrusion 32 is circular in plan view. As will be described later, the fixing protrusion 32 has an inclined portion 32S, and thus has a truncated cone shape. The shape of the portion into which the fixing protrusion 32 of the through hole 11H is fitted is at least circular. The fixing protrusion 32 is not limited to a circular shape in plan view, and may be, for example, a polygon such as a quadrangle or a hexagon in plan view, or an oval shape in plan view. In this case, the portion into which the fixing projection 32 of the through hole 11H is fitted is also shaped to match the fixing projection 32.

外筒管11の貫通孔11Hには、外筒管11の外側からキャップ30が嵌め込まれる。キャップ30は、貫通孔11Hに嵌め込まれる嵌め込み部30Aと、嵌め込み部30Aに連結されるとともに、嵌め込み部30Aよりも寸法が大きい係止部30Bとを含む。係止部30Bは、キャップ30の嵌め込み部30Aを貫通孔11Hに嵌め込んだときに、貫通孔11Hの径方向外側に向かって張り出して、外筒管11の外壁11Oと係り合う部分である。キャップ30は、ボルト穴31を有する。ボルト穴31は、ボルト34がねじ込まれる。このため、ボルト穴31は、ボルト34の雄ねじと噛み合う雌ねじが形成されている。本実施形態において、ボルト穴31は、キャップ30を貫通していないが、キャップ30を貫通していてもよい。   A cap 30 is fitted into the through hole 11 </ b> H of the outer tube 11 from the outside of the outer tube 11. The cap 30 includes a fitting portion 30A that is fitted into the through hole 11H, and a locking portion 30B that is connected to the fitting portion 30A and has a size larger than that of the fitting portion 30A. The locking portion 30B is a portion that protrudes toward the radially outer side of the through hole 11H when the fitting portion 30A of the cap 30 is fitted into the through hole 11H and engages with the outer wall 11O of the outer tube 11. The cap 30 has a bolt hole 31. The bolt 34 is screwed into the bolt hole 31. For this reason, the bolt hole 31 is formed with a female screw that meshes with the male screw of the bolt 34. In the present embodiment, the bolt hole 31 does not penetrate the cap 30, but may penetrate the cap 30.

締結部材としてのボルト34は、外筒管開口部揺止部材11dの固定用突起部32とキャップ30の嵌め込み部30Aとが貫通孔11Hに嵌め込まれた状態で、固定用突起32とキャップ30とを締結する。すなわち、ボルト34は、外筒管開口部揺止部材11dのボルト取付孔11dhから差し込まれて、キャップ30のボルト穴31にねじ込まれる。ボルト34が絞め込まれることによって、固定用突起部32とキャップ30とが締結される。固定用突起部32は、外筒管開口部揺止部材11dに設けられているので、固定用突起部32とキャップ30とが締結されることにより、外筒管開口部揺止部材11dは外筒管11に取り付けられる。   The bolt 34 as a fastening member is formed with the fixing protrusion 32 and the cap 30 in a state where the fixing protrusion 32 of the outer cylinder tube opening rocking member 11d and the fitting portion 30A of the cap 30 are fitted in the through hole 11H. Conclude. That is, the bolt 34 is inserted from the bolt mounting hole 11dh of the outer tube opening opening rocking member 11d and screwed into the bolt hole 31 of the cap 30. When the bolt 34 is tightened, the fixing projection 32 and the cap 30 are fastened. Since the fixing projection 32 is provided on the outer cylinder tube opening rocking member 11d, when the fixing projection 32 and the cap 30 are fastened, the outer cylinder tube opening rocking member 11d is outside. It is attached to the tube 11.

上述したように、図6に示す浮上管12が浮上すると、ストッパ12bが外筒管開口部揺止部材11dに当接して、浮上管12のさらなる浮上を停止する。このとき、外筒管開口部揺止部材11dは、浮上管12の浮力を受ける必要がある。このため、浮上管12の浮力に起因する大きな荷重が外筒管開口部揺止部材11dに作用する。本実施形態では、外筒管開口部揺止部材11dが有する固定用突起部32が貫通孔11Hに嵌め込まれて固定されるので、固定用突起部32が浮上管12の浮力に起因する荷重を受ける。固定用突起部32は、外筒管開口部揺止部材11dを外筒管11にボルトで固定する構造と比較して、ボルトよりも大きな断面積とすることができるとともに、ボルトよりも大きな面積で貫通孔11Hと係り合うので、大きな荷重を受けることができる。その結果、固定用突起部32は、確実に浮上管12の浮上を停止させることができるとともに、自身の変形及び耐久性低下のおそれも低減させることができる。   As described above, when the levitation tube 12 shown in FIG. 6 is levitated, the stopper 12b comes into contact with the outer cylinder tube opening rocking member 11d, and further levitation of the levitation tube 12 is stopped. At this time, the outer cylinder tube opening rocking member 11 d needs to receive the buoyancy of the levitation tube 12. For this reason, a large load resulting from the buoyancy of the levitation tube 12 acts on the outer cylinder tube opening rocking member 11d. In the present embodiment, since the fixing projection 32 of the outer cylindrical tube opening rocking member 11d is fitted and fixed in the through hole 11H, the fixing projection 32 receives a load caused by the buoyancy of the levitation tube 12. receive. The fixing protrusion 32 can have a cross-sectional area larger than that of the bolt and an area larger than that of the bolt, as compared with the structure in which the outer cylinder tube opening rocking member 11d is fixed to the outer tube 11 with a bolt. Since it engages with the through hole 11H, a large load can be received. As a result, the fixing protrusion 32 can surely stop the floating tube 12 from rising, and can also reduce the possibility of deformation and a decrease in durability.

また、固定用突起部32を用いることにより、強度の高いボルトを使用しなくてもよいので、可動式防波堤10の製造コストを低減することができる。さらに、外筒管開口部揺止部材11dを外筒管11にボルトで固定する構造は、浮上管12の浮上時に、過剰な力がボルトに作用することによりボルトの緩みが発生するおそれがある。しかし、本実施形態は、浮上管12の浮上に起因する荷重は固定用突起部32が受けるので、ボルト34に作用する力は締結力のみである。このため、ボルト34の緩みが抑制されて、信頼性が向上する。   Moreover, since it is not necessary to use a high volt | bolt by using the projection part 32 for fixation, the manufacturing cost of the movable breakwater 10 can be reduced. Furthermore, the structure in which the outer cylinder pipe opening rocking member 11d is fixed to the outer cylinder pipe 11 with bolts may cause loosening of the bolts due to excessive force acting on the bolts when the floating pipe 12 is lifted. . However, in this embodiment, since the load due to the floating of the floating pipe 12 is received by the fixing projection 32, the force acting on the bolt 34 is only the fastening force. For this reason, the looseness of the bolt 34 is suppressed and the reliability is improved.

本実施形態において、外筒管開口部揺止部材11dは、固定用突起部32とキャップ30とを介して外筒管11の貫通孔11Hに取り付けられる。このため、外筒管開口部揺止部材11dを外筒管11に取り付けるための部材(図17に示すフランジ51g及びダイヤフラムとしての外管側上部補強部材51b)は不要になる。このため、外筒管11の質量の増加を抑制できるとともに、可動式防波堤10の製造コストを低減できる。また、本実施形態は、貫通孔11Hに固定用突起部32を嵌め込むとともに、ボルト34でキャップに固定用部材32を締結するので、簡易な構造で、確実に外筒管開口部揺止部材11dを外筒管11に取り付けることができる。また、上述したように、浮上管12の浮力は、固定用突起部32が受けるので、簡易な構造で確実に前記浮力を受けることができる。   In the present embodiment, the outer cylinder tube opening rocking member 11 d is attached to the through-hole 11 </ b> H of the outer tube 11 through the fixing protrusion 32 and the cap 30. For this reason, the member (The flange 51g shown in FIG. 17 and the outer pipe side upper reinforcement member 51b as a diaphragm) for attaching the outer cylinder pipe opening part rocking | fluctuation member 11d to the outer cylinder pipe 11 becomes unnecessary. For this reason, while being able to suppress the increase in the mass of the outer cylinder pipe 11, the manufacturing cost of the movable breakwater 10 can be reduced. Further, in the present embodiment, the fixing protrusion 32 is fitted into the through-hole 11H, and the fixing member 32 is fastened to the cap with the bolt 34, so that the outer tube opening opening rocking member is reliably provided with a simple structure. 11 d can be attached to the outer tube 11. Further, as described above, since the buoyancy of the levitation tube 12 is received by the fixing projection 32, the buoyancy can be reliably received with a simple structure.

図7、図8に示すように、本実施形態において、外筒管開口部揺止部材11dは、曲面BPの外側に、曲面BPから突出する突起部33を有する。外筒管開口部揺止部材11dは、少なくとも3個の突起部33を有する。外筒管開口部揺止部材11dが外筒管11の内壁11Iに取り付けられると、複数の突起部33が内壁11Iに当接する。この複数の突起部33により、外筒管開口部揺止部材11dを外筒管11の内壁11Iへ取り付ける際に、外筒管開口部揺止部材11dと外筒管11の内壁11Iとの位置決めが容易になる。特に、外筒管開口部揺止部材11dの取付作業は水中で行われるので、前述した位置決めが容易になる効果は有効である。   As shown in FIGS. 7 and 8, in the present embodiment, the outer cylindrical tube opening rocking member 11 d has a protrusion 33 protruding from the curved surface BP outside the curved surface BP. The outer cylindrical tube opening rocking member 11 d has at least three protrusions 33. When the outer cylindrical tube opening rocking member 11d is attached to the inner wall 11I of the outer cylindrical tube 11, the plurality of protrusions 33 abut against the inner wall 11I. When the outer cylindrical tube opening rocking member 11d is attached to the inner wall 11I of the outer cylindrical tube 11 by the plurality of projections 33, the outer cylindrical tube opening rocking member 11d and the inner wall 11I of the outer cylindrical tube 11 are positioned. Becomes easier. In particular, since the mounting operation of the outer cylindrical tube opening rocking member 11d is performed in water, the above-described effect of facilitating positioning is effective.

図7に示すように、固定用突起部32及びキャップ30の嵌め込み部30Aは、先端に向かって寸法が小さくなるテーパー形状をしている。このため、固定用突起部32とキャップ30の嵌め込み部30Aとは、それぞれ傾斜部32S、30Sを有している。固定用突起部32及びキャップ30の嵌め込み部30Aをこのような形状にすることにより、貫通孔11Hにこれらを嵌め込みやすくなる。また、固定用突起部32とキャップ30とを締結すると、傾斜部32S、30Sがくさびの作用を発揮することにより、外筒管開口部揺止部材11dを強固に貫通孔11Hへ固定することができる。なお、固定用突起部32とキャップ30の嵌め込み部30Aとは、傾斜部32S、30Sを有していなくてもよい。また、固定用突起部32とキャップ30の嵌め込み部30Aとの、いずれか一方が傾斜部を有していてもよい。   As shown in FIG. 7, the fixing protrusion 32 and the fitting portion 30 </ b> A of the cap 30 have a tapered shape whose size decreases toward the tip. For this reason, the fixing protrusion 32 and the fitting portion 30A of the cap 30 have inclined portions 32S and 30S, respectively. By making the fixing protrusion 32 and the fitting portion 30A of the cap 30 into such a shape, these can be easily fitted into the through hole 11H. Further, when the fixing protrusion 32 and the cap 30 are fastened, the inclined portions 32S and 30S exert a wedge action, so that the outer cylindrical tube opening rocking member 11d can be firmly fixed to the through hole 11H. it can. Note that the fixing protrusion 32 and the fitting portion 30A of the cap 30 may not have the inclined portions 32S and 30S. Further, either one of the fixing protrusion 32 and the fitting portion 30A of the cap 30 may have an inclined portion.

図10は、本実施形態の変形例に係る可動式防波堤が有する外筒管開口部揺止部材の取付構造を示す拡大図である。本変形例において、貫通孔11Haは、固定用突起部32の傾斜部32Sと、キャップ30の嵌め込み部30Aの傾斜部30Sとに対応して、第1傾斜部11SAと第2傾斜部11SBとを有する。固定用突起部32と、キャップ30の嵌め込み部30Aとのいずれか一方が傾斜部を有する場合、貫通孔11Haは、第1傾斜部11SAと第2傾斜部11SBとのいずれか一方を有していればよい。   FIG. 10 is an enlarged view showing a mounting structure of an outer cylindrical tube opening rocking member included in a movable breakwater according to a modification of the present embodiment. In this modification, the through hole 11Ha has a first inclined portion 11SA and a second inclined portion 11SB corresponding to the inclined portion 32S of the fixing projection 32 and the inclined portion 30S of the fitting portion 30A of the cap 30. Have. When either one of the fixing protrusion 32 and the fitting portion 30A of the cap 30 has an inclined portion, the through hole 11Ha has one of the first inclined portion 11SA and the second inclined portion 11SB. Just do it.

本変形例に係る外筒管開口部揺止部材の取付構造は、固定用突起部32の傾斜部32Sと第1傾斜部11SAとの間及びキャップ30の嵌め込み部30Aの傾斜部30Sと第2傾斜部11SBとの間におけるくさびの作用がより強くなる。その結果、本変形例に係る外筒管開口部揺止部材の取付構造は、外筒管開口部揺止部材11dをより強固に貫通孔11Hへ固定することができる。   The outer cylinder tube opening rocking member mounting structure according to the present modification has a second structure between the inclined portion 32S of the fixing projection 32 and the first inclined portion 11SA and the inclined portion 30S of the fitting portion 30A of the cap 30. The effect of the wedge with the inclined portion 11SB becomes stronger. As a result, the outer tube opening opening rocking member mounting structure according to the present modification can more firmly fix the outer tube opening rocking member 11d to the through hole 11H.

図11は、キャップの斜視図である。図11に示すように、キャップ30は、直径の異なる二つの円柱をそれぞれの端面同士で連結した形状である。すなわち、直径の小さい円柱が嵌め込み部30Aとなり、直径のより大きい円柱が係止部30Bとなる。この場合、少なくともキャップ30側における外筒管11の貫通孔11Hの形状は円形である。なお、嵌め込み部30Aの形状は、円柱形状に限定されるものではない。例えば、四角柱、六角柱等の多角柱の形状又は楕円柱の形状等、円柱以外の形状であってもよい。この場合、外筒管11の貫通孔11Hも嵌め込み部30Aの形状に合わせた形状とする。このようにすれば、嵌め込み部30Aは、貫通孔11H内の回転が規制されるので、ボルト34による締結作業が容易になるので、作業効率が向上する。また、嵌め込み部30Aを円柱以外の形状、例えば、多角柱の形状とすれば、作業者がキャップ30を手で持ったときに、嵌め込み部30Aが滑り止めの機能を発揮するので、キャップ30の落下を抑制できる。その結果、作業効率が向上する。   FIG. 11 is a perspective view of the cap. As shown in FIG. 11, the cap 30 has a shape in which two cylinders having different diameters are connected to each other at their end faces. That is, a cylinder with a small diameter becomes the fitting portion 30A, and a cylinder with a larger diameter becomes the locking portion 30B. In this case, at least the shape of the through hole 11H of the outer tube 11 on the cap 30 side is circular. Note that the shape of the fitting portion 30A is not limited to a cylindrical shape. For example, shapes other than a cylinder, such as the shape of a polygonal column such as a quadrangular column or a hexagonal column, or the shape of an elliptical column may be used. In this case, the through hole 11H of the outer tube 11 is also shaped to match the shape of the fitting portion 30A. In this way, the fitting portion 30A is restricted from rotating in the through hole 11H, so that the fastening operation by the bolt 34 is facilitated, and the working efficiency is improved. Further, if the fitting portion 30A has a shape other than a cylinder, for example, a polygonal column shape, when the operator holds the cap 30 by hand, the fitting portion 30A exhibits a function of preventing slipping. Drop can be suppressed. As a result, work efficiency is improved.

図12は、キャップの変形例を示す斜視図である。キャップ30aは、係止部30Baが六角柱形状となっている。嵌め込み部30Aは円柱形状である。このように、係止部30Baを六角柱形状とすることにより、キャップ30aを作業者が手で持ったときに、係止部30Baが滑り止めの機能を発揮して、キャップ30aを落としにくくなるという利点がある。この利点は、水中における作業において有利である。なお、係止部30aの形状は六角柱形状に限定されるものではなく、四角柱、五角柱等の多角柱の形状であっても、六角柱形状としたときと同様の作用、効果が得られる。   FIG. 12 is a perspective view showing a modified example of the cap. As for the cap 30a, the latching | locking part 30Ba has a hexagonal column shape. The fitting portion 30A has a cylindrical shape. Thus, by making the locking portion 30Ba into a hexagonal prism shape, when the operator holds the cap 30a by hand, the locking portion 30Ba exhibits a function of preventing slipping, and it is difficult to drop the cap 30a. There is an advantage. This advantage is advantageous when working in water. Note that the shape of the locking portion 30a is not limited to the hexagonal column shape, and even if it is a polygonal column shape such as a quadrangular column or a pentagonal column, the same actions and effects as when the hexagonal column shape is obtained. It is done.

図13は、本実施形態の変形例に係る可動式防波堤が有する外筒管開口部揺止部材の取付構造を示す拡大図である。この取付構造において、キャップ30bは、嵌め込み部30Abが略円柱形状であるとともに、嵌め込み部30bの径方向外側に向かって側面から突出する突起35を有する。また、貫通孔11Hbは、突起35が嵌り合う溝部11HUを有する。このような構造により、貫通孔11Hbにキャップ30bの嵌め込み部30Abを嵌め込むと、突起35と溝部11HUとが嵌り合う。その結果、嵌め込み部30Abは、貫通孔11Hb内の回転が規制されるので、ボルト34の締結作業が容易になり、作業効率が向上する。   FIG. 13 is an enlarged view showing a mounting structure of an outer cylindrical tube opening rocking member included in a movable breakwater according to a modification of the present embodiment. In this mounting structure, the cap 30b has a projection 35 that protrudes from the side surface toward the radially outer side of the fitting portion 30b while the fitting portion 30Ab has a substantially cylindrical shape. Further, the through hole 11Hb has a groove 11HU in which the protrusion 35 fits. With such a structure, when the fitting portion 30Ab of the cap 30b is fitted into the through hole 11Hb, the protrusion 35 and the groove portion 11HU are fitted. As a result, the fitting portion 30Ab is restricted from rotating in the through hole 11Hb, so that the fastening operation of the bolt 34 is facilitated, and the working efficiency is improved.

図14は、図1のB−B拡大断面図である。この図14は、本実施形態に係る可動式防波堤が浮上した状態を示している。図14に示すように、可動式防波堤10の浮上管12は、少なくとも浮上管側上部補強部材12cに対し、さらなる補強のために、長手方向(上下方向)に延在する補強リブ12fを設けてもよい。   14 is an enlarged cross-sectional view taken along line BB in FIG. FIG. 14 shows a state where the movable breakwater according to the present embodiment has surfaced. As shown in FIG. 14, the levitating pipe 12 of the movable breakwater 10 is provided with reinforcing ribs 12f extending in the longitudinal direction (vertical direction) for further reinforcement at least with respect to the levitating pipe side upper reinforcing member 12c. Also good.

図15は、図1のB−B拡大断面図である。この図15は、本実施形態に係る可動式防波堤が水底にある状態、すなわち浮上前の状態を示している。図16は、図15のC−C矢視図である。可動式防波堤10は、浮上管12に充電装置及び蓄電池が内蔵されている。充電装置及び蓄電池は、図には明示しないが、上述した制御機器20に設けられている。また、図15及び図16に示すように、可動式防波堤10は、電力受信部21及び電力送信部22を有している。   15 is an enlarged cross-sectional view taken along the line BB in FIG. FIG. 15 shows a state where the movable breakwater according to the present embodiment is at the bottom of the water, that is, a state before rising. 16 is a view taken along the line CC in FIG. The movable breakwater 10 includes a levitating tube 12 with a charging device and a storage battery built therein. Although the charging device and the storage battery are not clearly shown in the figure, they are provided in the control device 20 described above. As shown in FIGS. 15 and 16, the movable breakwater 10 includes a power receiving unit 21 and a power transmitting unit 22.

電力受信部21は、浮上管12に設けられており、蓄電池に電力を供給したり、水中通信における送受信をしたりするためのものである。また、電力送信部22は、浮上管12の下降時において電力受信部21に電力を送信したり、水中通信における送受信をしたりするためのものである。これら、電力受信部21及び電力送信部22は、互いに対向することで、電磁誘導を利用して電力や通信信号を非接触(例えば0mmを超え30mm程度の隙間を隔て)で伝送する。   The power receiving unit 21 is provided in the levitation tube 12 and supplies power to the storage battery or performs transmission / reception in underwater communication. The power transmitter 22 is for transmitting power to the power receiver 21 when the levitation tube 12 is lowered, and for transmitting and receiving in underwater communication. The power receiving unit 21 and the power transmitting unit 22 face each other and transmit power and communication signals in a non-contact manner (for example, with a gap of about 30 mm exceeding 0 mm) using electromagnetic induction.

電力送信部22は、陸上の監視・制御システム施設100が備える電源(図示せず)と電気的に接続されている。電源は、交流をそのまま、あるいは直流電源をインバータによって交流に変換して、電力送信部22へ送る。電力送信部22は、給電側コイルと給電回路とからなり、電力受信部21は、受電側コイルと受電回路とからなる。すなわち、電力送信部22の給電側コイルへ交流が流れることにより発生する磁界の変化によって、電力受信部21の受電側コイルへ誘導起電力を発生させ、非接触で電源から送られる電力を制御機器20の充電装置へ伝送する。このように、電力送信部22で電気エネルギを磁気エネルギに変換して伝送し、電力受信部21でその磁気エネルギを電気エネルギに変換して、非接触で電力を伝送する。なお、充電装置は、電力受信部21から交流で伝送されてきた電力を直流に変換し、蓄電池へ充電するものである。   The power transmission unit 22 is electrically connected to a power source (not shown) provided in the on-shore monitoring / control system facility 100. The power source transmits the alternating current as it is, or converts the direct current power source into alternating current by an inverter and sends it to the power transmission unit 22. The power transmission unit 22 includes a power supply side coil and a power supply circuit, and the power reception unit 21 includes a power reception side coil and a power reception circuit. That is, an induced electromotive force is generated in the power receiving side coil of the power receiving unit 21 due to a change in the magnetic field generated by an alternating current flowing in the power feeding side coil of the power transmitting unit 22, and the power transmitted from the power source without contact is controlled Transmit to 20 charging devices. As described above, the electric power transmission unit 22 converts electric energy into magnetic energy and transmits the electric energy, and the electric power reception unit 21 converts the magnetic energy into electric energy and transmits electric power in a non-contact manner. In addition, a charging device converts the electric power transmitted from the electric power receiving part 21 by alternating current into direct current, and charges a storage battery.

電力送信部22は、外筒管11において、水底面GLから所定深さH1で捨石5により埋設された範囲で、外筒管11の側壁が切り欠かれた箇所に設けられている。具体的に、電力送信部22は、外筒管11の側壁が切り欠かれた箇所で、リブなどで補強されたブラケット22aを介して外筒管11に固定されている。このため、電力送信部22は、水底面GLよりも下方に配置されることになる。   The power transmission unit 22 is provided in the outer cylindrical tube 11 at a location where the side wall of the outer cylindrical tube 11 is cut out in a range embedded with the rubble 5 at a predetermined depth H1 from the water bottom GL. Specifically, the power transmission unit 22 is fixed to the outer cylinder pipe 11 via a bracket 22a reinforced with a rib or the like at a location where the side wall of the outer cylinder pipe 11 is cut out. For this reason, the electric power transmission part 22 will be arrange | positioned below the water bottom GL.

電力受信部21は、浮上管12の下降位置(下降により浮上管12の上端が水底面GLと一致する位置)において、浮上管12の上端よりも下方の範囲で浮上管12の側壁が切り欠かれた箇所で電力送信部22に対向して設けられている。具体的に、電力受信部21は、浮上管12の側壁が切り欠かれた箇所で、リブなどで補強されたブラケット21aを介して浮上管12に固定されている。このため、電力受信部21は、水底面GLよりも下方に配置されることになる。また、電力受信部21は、浮上管12の上端に設けられた蓋17により上方が覆われている。   The power receiving unit 21 is configured such that the side wall of the levitation tube 12 is cut out in a range below the upper end of the levitation tube 12 at the lowered position of the levitation tube 12 (the position where the upper end of the levitation tube 12 coincides with the bottom surface GL due to the lowering). The power transmission unit 22 is provided so as to be opposed to the power transmission unit 22. Specifically, the power receiving unit 21 is fixed to the levitation tube 12 via a bracket 21a reinforced with a rib or the like at a location where the side wall of the levitation tube 12 is cut away. For this reason, the power receiver 21 is disposed below the water bottom GL. The power receiving unit 21 is covered at the top by a lid 17 provided at the upper end of the levitation tube 12.

また、図16において符号23で示す部分は、浮上管12の外壁に長手方向に沿って設けられ、外筒管11の内壁に設けられた外筒管開口部揺止部材11dの溝部に嵌合することで、浮上管12が外筒管11に対して回転する事態を防止する回転防止部材である。かかる回転防止部材23により、電力受信部21と電力送信部22とは、互いに対向する位置が決められることになる。   Further, a portion indicated by reference numeral 23 in FIG. 16 is provided along the longitudinal direction on the outer wall of the levitation tube 12, and is fitted into the groove portion of the outer cylinder tube opening rocking member 11 d provided on the inner wall of the outer tube 11. Thus, the anti-rotation member prevents the floating tube 12 from rotating with respect to the outer tube 11. The rotation preventing member 23 determines the positions where the power receiving unit 21 and the power transmitting unit 22 face each other.

図17は、本実施形態に係る可動式防波堤の施工過程の説明図である。上述した可動式防波堤10を施工するには、図17に示すように、外筒管11は、外筒管側補強部材11b、11cが固定された状態で、クレーン120で吊り下げられた電動バイブロ121によって水底地盤E内に打ち込まれる。この際、電動バイブロ121は、水面WLよりも下方に下げること、すなわち水に浸すことができない。このため、電動バイブロ121にヤットコ122を取り付け、このヤットコ122のチャック部122aで外筒管11を掴んで打設する。この打設において、ヤットコ122のチャック部122aで掴む部分は、外筒管11の上端であって、施工後に水底面GLから所定深さH1の範囲とする。なお、外筒管11を打設する際、台船123に導入部材(図示せず)を取り付け、この導入部材により外筒管11を鉛直に打ち込めるように導く。   FIG. 17 is an explanatory diagram of the construction process of the movable breakwater according to the present embodiment. In order to construct the movable breakwater 10 described above, as shown in FIG. 17, the outer tube 11 is an electric vibrator suspended by a crane 120 with the outer tube-side reinforcing members 11 b and 11 c being fixed. 121 is driven into the bottom E. At this time, the electric vibrator 121 cannot be lowered below the water surface WL, that is, cannot be immersed in water. For this reason, the YAGKO 122 is attached to the electric vibrator 121, and the outer tube 11 is gripped by the chuck portion 122a of the YATCO 122 and driven. In this placement, the portion gripped by the chuck portion 122a of the Yatco 122 is the upper end of the outer tube 11 and is in a range of a predetermined depth H1 from the water bottom GL after construction. When the outer tube 11 is driven, an introduction member (not shown) is attached to the carriage 123, and the outer member 11 is guided by this introduction member so as to be driven vertically.

外筒管11が打ち込まれる水底は、ある程度の深さ、例えば、外筒管開口部揺止部材11dを取り付ける作業が可能である程度の深さまで掘り込んでおく。この部分に外筒管11を打ち込む。外筒管11の打ち込みが終了したら、外筒管開口部揺止部材11dを外筒管11に取り付ける。その後、掘り込んだ部分を捨石等によって埋めることにより、外筒管11の設置が終了する。   The bottom of the water into which the outer tube 11 is driven is dug up to a certain depth, for example, to a certain depth so that the outer tube tube opening rocking member 11d can be attached. The outer tube 11 is driven into this portion. When the driving of the outer tube 11 is completed, the outer tube opening opening rocking member 11 d is attached to the outer tube 11. Then, the installation of the outer cylinder pipe | tube 11 is complete | finished by filling the dug part with rubble etc.

その後、浮上管12に係る全ての構成が取り付けられた浮上管12をクレーン120で吊り下げて外筒管11内に挿入する。その後、外筒管11に係る残りの全ての構成を外筒管11に取り付ける。その後、外筒管11の周りに捨石5を引き詰めて外筒管11を埋設し、可動式防波堤10の施工を終了する。なお、図には明示しないが、台船123に代えて導材を設置し、当該導材を使用して外筒管11を打ち込むようにしてもよい。   Thereafter, the levitation tube 12 to which all the components related to the levitation tube 12 are attached is suspended by the crane 120 and inserted into the outer tube 11. Thereafter, all the remaining components related to the outer tube 11 are attached to the outer tube 11. Thereafter, the rubble 5 is drawn around the outer tube 11 to embed the outer tube 11, and the construction of the movable breakwater 10 is finished. Although not clearly shown in the figure, a guide material may be installed in place of the carriage 123 and the outer tube 11 may be driven using the guide material.

このように、本実施形態の可動式防波堤10は、上下に長尺に形成され、水底側に開口部11aを有して水底地盤E内に挿入固定された外筒管11と、外筒管11の内部に挿入され、外筒管11の長手方向に昇降移動可能に配置されるとともに、自身の内部に供給された気体により浮力を生じて上昇可能に設けられた浮上管12とを備える可動式防波堤10である。そして、この可動式防波堤10において、外筒管11は、水底面GLに対して開口部11aが一致され、浮上管12は、外筒管11が水底面GLから下方に所定深さH1で埋設された部分に対し、上昇位置の浮上管12への水平方向の応力を受ける浮上管側上部補強部材12cが設けられている。   As described above, the movable breakwater 10 of the present embodiment is formed in a vertically long shape, and has an outer tube 11 that has an opening 11a on the water bottom side and is inserted and fixed in the water bottom ground E, and an outer tube. 11 and is movable in the longitudinal direction of the outer tube 11 and is provided with a levitation tube 12 provided so as to be able to rise by generating buoyancy with the gas supplied to the inside of the outer tube 11. It is a type breakwater 10. In the movable breakwater 10, the outer tube 11 has the opening 11a aligned with the water bottom GL, and the floating tube 12 is embedded in the outer tube 11 below the water bottom GL at a predetermined depth H1. A floating tube side upper reinforcing member 12c that receives a horizontal stress on the floating tube 12 at the ascending position is provided for the portion thus formed.

この可動式防波堤10によれば、外筒管11は、外筒管側上部補強部材11bよりも上側が開口部11aまで所定深さH1で埋設されるため、この部分をヤットコ122のチャック部122aで掴む掴み代として利用できる。また、上述したように、外筒管開口部揺止部材11dは、水中で外筒管11に取り付けられる。このため、外筒管11は、水底地盤E内に打ち込まれる際に、開口側端部11T側には何も取り付けられていない。したがって、外筒管11は、外筒管開口部揺止部材11dが取り付けられる部分をヤットコ122のチャック部122aで掴む掴み代として利用できる。   According to the movable breakwater 10, the outer tube 11 is embedded at a predetermined depth H1 up to the opening 11a on the upper side of the outer tube-side upper reinforcing member 11b. It can be used as a grip allowance. Further, as described above, the outer cylinder tube opening rocking member 11d is attached to the outer tube 11 in water. For this reason, when the outer tube 11 is driven into the water bottom ground E, nothing is attached to the opening end 11T side. Therefore, the outer cylinder tube 11 can be used as a grip allowance for gripping the portion to which the outer cylinder tube opening rocking member 11 d is attached by the chuck portion 122 a of the YATCO 122.

その結果、掴み代を除去する作業が不要となることから、施工作業を容易にすることが可能になる。しかも、浮上管12において、上昇位置で水平方向の応力を受ける浮上管側上部補強部材12cが、水底面GLから所定深さH1の位置に設けられていることから、上端よりも下がった位置で補強するため、断面強度が高くなる。このため、浮上管12への水平方向の応力を十分に受けることが可能になる。また、外筒管11の断面強度が高くなることから、外筒管側上部補強部材11bを簡素化し、従前のようなダイヤフラムを用いる必要がなくなるため、製造コスト及び現地での施工コストが低減できる。このように、本実施形態の可動式防波堤10によれば、施工作業を容易に行うことができ、かつ浮上管12への水平方向の応力を十分に受け得る補強部材を設けることが可能になる。   As a result, it is not necessary to remove the grip allowance, so that the construction work can be facilitated. In addition, in the levitation tube 12, the levitation tube side upper reinforcing member 12c that receives the horizontal stress at the ascending position is provided at a position having a predetermined depth H1 from the water bottom GL. Since it reinforces, cross-sectional strength becomes high. For this reason, it becomes possible to receive the stress of the horizontal direction to the levitation pipe 12 enough. Further, since the cross-sectional strength of the outer tube 11 is increased, the outer tube-side upper reinforcing member 11b is simplified, and it is not necessary to use a conventional diaphragm, so that the manufacturing cost and the construction cost at the site can be reduced. . As described above, according to the movable breakwater 10 of the present embodiment, it is possible to provide a reinforcing member that can easily perform the construction work and can sufficiently receive the horizontal stress on the floating pipe 12. .

ところで、可動式防波施設1として可動式防波堤10を複数配列する場合、防波性能を得るために可動式防波堤10間の隙間を極力小さくすることが好ましい。しかし、外筒管側上部補強部材11bとして径外方向に広がるダイヤフラムを用いると、可動式防波堤10間の隙間が大きくなるため、可動式防波堤10間にあるダイヤフラムを切り欠くことになる。これでは、補強の強度が低下し、また、施工時に外筒管11を吊り下げた状態でバランスが悪く傾いてしまい手間のかかる重心調整が必要になる。この点、本実施形態の可動式防波堤10によれば、外筒管11の断面強度が高くなることから、外筒管側上部補強部材11bを小型化し、上述したように鋼板をリング状にして外筒管11の周方向で均一に配置できるので、可動式防波堤10間の隙間を極力小さくでき、かつ施工時に外筒管11を吊り下げた状態でバランスよく鉛直になるので施工作業を容易にすることが可能になる。   By the way, when arranging a plurality of movable breakwaters 10 as the movable breakwater facility 1, it is preferable to make the gap between the movable breakwaters 10 as small as possible in order to obtain the wavebreak performance. However, when a diaphragm that spreads in the radially outward direction is used as the outer tubular tube-side upper reinforcing member 11b, the gap between the movable breakwaters 10 becomes large, so that the diaphragm between the movable breakwaters 10 is cut out. In this case, the strength of the reinforcement is reduced, and the balance is inclined in a state where the outer tube 11 is suspended at the time of construction. In this respect, according to the movable breakwater 10 of this embodiment, since the cross-sectional strength of the outer tube 11 is increased, the outer tube-side upper reinforcing member 11b is downsized, and the steel plate is made ring-shaped as described above. Since it can be uniformly arranged in the circumferential direction of the outer tube 11, the gap between the movable breakwaters 10 can be made as small as possible, and since the outer tube 11 is hung during construction, the work can be done easily with a good balance. It becomes possible to do.

また、本実施形態の可動式防波堤10は、浮上管12は、蓄電池を内装するとともに、当該蓄電池に電力を供給するための電力受信部21を有し、外筒管11は、浮上管12の下降位置において電力受信部21に電力を送信する電力送信部22を有している。そして、電力送信部22は、外筒管11の水底面GLから所定深さH1で埋設された範囲に配置され、電力受信部21は、浮上管12の上端が水底面GLと一致された下降位置において、浮上管12の上端よりも下方の範囲で電力送信部22に対向して配置されている。   In addition, the movable breakwater 10 of the present embodiment includes a levitating pipe 12 with an internal storage battery and a power receiving unit 21 for supplying electric power to the storage battery. The power transmission unit 22 transmits power to the power reception unit 21 at the lowered position. The power transmission unit 22 is disposed in a range embedded at a predetermined depth H1 from the water bottom surface GL of the outer tube 11, and the power reception unit 21 is descended so that the upper end of the floating tube 12 is aligned with the water bottom surface GL. At the position, it is arranged to face the power transmission unit 22 in a range below the upper end of the levitation tube 12.

この可動式防波堤10によれば、浮上管12の下降位置において、電力受信部21及び電力送信部22が水底面GLよりも下方に配置されることから、当該電力受信部21及び電力送信部22が投錨などに接触することがなく、損傷するおそれがない。   According to the movable breakwater 10, since the power receiving unit 21 and the power transmitting unit 22 are disposed below the water bottom surface GL at the descending position of the floating pipe 12, the power receiving unit 21 and the power transmitting unit 22 are arranged. Does not come into contact with throwing or the like and there is no risk of damage.

また、本実施形態の可動式防波施設1は、上述した可動式防波堤10を水底に複数配列したものである。   Moreover, the movable breakwater facility 1 of this embodiment has a plurality of movable breakwaters 10 arranged on the water bottom.

この可動式防波施設1によれば、施工作業を容易に行うことができ、かつ浮上管12への水平方向の応力を十分に受け得る補強部材を設けることが可能になる。特に、可動式防波堤10を複数配列した可動式防波施設1は、可動式防波堤10間の隙間を極力小さくすることが好ましい。この点では、可動式防波堤10において外筒管11の断面強度が高くなることから、外筒管側上部補強部材11bを小型化し、上述したように鋼板をリング状にして外筒管11の周方向で均一に配置できるので、可動式防波堤10間の隙間を極力小さくすることが可能になる。   According to this movable wave-breaking facility 1, it is possible to provide a reinforcing member that can easily perform the construction work and can sufficiently receive the horizontal stress on the floating pipe 12. In particular, in the movable breakwater facility 1 in which a plurality of movable breakwaters 10 are arranged, it is preferable to make the gap between the movable breakwaters 10 as small as possible. In this respect, since the cross-sectional strength of the outer tube 11 is increased in the movable breakwater 10, the outer tube-side upper reinforcing member 11b is downsized, and the steel plate is formed in a ring shape as described above to surround the outer tube 11. Since it can arrange | position uniformly in a direction, it becomes possible to make the clearance gap between the movable breakwaters 10 as small as possible.

1 可動式防波施設
5 捨石
10 可動式防波堤
11 外筒管
11H、11Ha、11Hb 貫通孔
11I 内壁
11O 外壁
11SA 第1傾斜部
11SB 第2傾斜部
11a 開口部
11b 外筒管側上部補強部材(外筒管側補強部材)
11c 外筒管側下部補強部材(外筒管側補強部材)
11d 外筒管開口部揺止部材
11e 外筒管上端揺止部材
12 浮上管
12a 開口部
12b ストッパ
12c 浮上管側上部補強部材(浮上管側補強部材)
12d 浮上管側下部補強部材(浮上管側補強部材)
12e 浮上管下端揺止部材
12f 補強リブ
21 電力受信部
21a ブラケット
22 電力送信部
22a ブラケット
23 回転防止部材
30、30a、30b キャップ
30A 嵌め込み部
30B、30Ba 係止部
31 ボルト穴
32 固定用突起部
33 突起部
34 ボルト
35 突起
120 クレーン
121 電動バイブロ
122 ヤットコ
122a チャック部
H1 水底面からの所定深さ
E 水底地盤
GL 水底面
WL 水面
DESCRIPTION OF SYMBOLS 1 Movable breakwater facility 5 Rubble 10 Movable breakwater 11 Outer tube 11H, 11Ha, 11Hb Through-hole 11I Inner wall 11O Outer wall 11SA First inclined part 11SB Second inclined part 11a Opening part 11b Outer tube side upper reinforcement member (outer (Cylinder tube side reinforcing member)
11c Outer tube side lower reinforcing member (outer tube side reinforcing member)
11d Outer tube opening rocking member 11e Outer tube upper edge rocking member 12 Floating tube 12a Opening portion 12b Stopper 12c Levitation tube side upper reinforcing member (floating tube side reinforcing member)
12d Levitation tube side lower reinforcement member (levitation tube side reinforcement member)
12e Floating tube lower end rocking member 12f Reinforcement rib 21 Power receiving part 21a Bracket 22 Power transmitting part 22a Bracket 23 Anti-rotation member 30, 30a, 30b Cap 30A Insertion part 30B, 30Ba Locking part 31 Bolt hole 32 Fixing part 33 Projection part 34 Bolt 35 Projection 120 Crane 121 Electric vibrator 122 Yatco 122a Chuck part H1 Predetermined depth from water bottom E Water bottom ground GL Water bottom WL Water surface

Claims (5)

上下に長尺に形成され、水底側に開口部を有して水底地盤内に挿入されて固定された外筒管と、
前記外筒管の開口部側に設けられる複数の貫通孔と、
前記外筒管の内部に挿入され、前記外筒管の長手方向に昇降移動可能に配置されるとともに、自身の内部に供給された気体により浮力を生じて上昇可能に設けられた浮上管と、
前記外筒管の開口部の内縁となる内壁の形状に沿った形状の曲面を有するとともに、前記内壁に設けられる外筒管開口部揺止部材と、
前記外筒管開口部揺止部材の前記曲面の外側に設けられて、前記貫通孔に嵌め込まれて前記外筒管開口部揺止部材を前記外筒管に固定する固定用突起部と、
前記外筒管の外側から前記貫通孔に嵌め込まれるキャップと、
前記固定用突起と前記キャップとを締結する締結部材と、
を含み、
前記締結部材は、前記外筒管開口部揺止部材の内側の表面から突出しない
ことを特徴とする可動式防波堤。
An outer tube formed in a vertically long shape, having an opening on the bottom side and being inserted and fixed in the bottom floor;
A plurality of through holes provided on the opening side of the outer tube,
A levitation tube that is inserted into the outer cylindrical tube and is arranged to be movable up and down in the longitudinal direction of the outer cylindrical tube, and is provided so as to be able to rise by generating buoyancy with the gas supplied to itself,
While having a curved surface shaped along the shape of the inner wall that becomes the inner edge of the opening of the outer tube, the outer tube tube opening rocking member provided on the inner wall,
A fixing projection provided on the outer surface of the curved surface of the outer cylinder tube opening rocking member, and fitted into the through-hole to fix the outer tube tube opening rocking member to the outer tube;
A cap fitted into the through hole from the outside of the outer tube,
A fastening member for fastening the fixing protrusion and the cap;
Only including,
The movable breakwater , wherein the fastening member does not protrude from an inner surface of the outer tubular tube opening rocking member .
前記外筒管開口部揺止部材は、前記曲面の外側に、前記曲面から突出する少なくとも3個の突起部を有する請求項1に記載の可動式防波堤。   2. The movable breakwater according to claim 1, wherein the outer tube opening rocking member has at least three protrusions protruding from the curved surface outside the curved surface. 前記外筒管開口部揺止部材は、前記外筒管の前記開口部側における端面と係り合う外筒管上端揺止部材を有する請求項1又は2に記載の可動式防波堤。   3. The movable breakwater according to claim 1, wherein the outer cylinder pipe opening rocking member has an outer cylinder pipe upper end rocking member that engages with an end surface of the outer cylinder pipe on the opening side. 前記浮上管は、蓄電池を内装するとともに、当該蓄電池に電力を供給するための電力受信部を有し、前記外筒管は、前記浮上管の下降位置において前記電力受信部に電力を送信する電力送信部を有しており、
前記電力送信部は、前記外筒管の前記水底面から所定深さで埋設された範囲に配置され、
前記電力受信部は、前記浮上管の上端が前記水底面と一致された下降位置において、前記浮上管の上端よりも下方の範囲で前記電力送信部に対向して配置されている請求項1から3のいずれか1項に記載の可動式防波堤。
The levitation tube includes a storage battery and has a power reception unit for supplying power to the storage battery, and the outer tube transmits power to the power reception unit at a lowered position of the levitation tube. Have a transmitter,
The power transmission unit is disposed in a range embedded at a predetermined depth from the water bottom of the outer tube,
The power reception unit is arranged to face the power transmission unit in a range below the upper end of the levitation tube at a lowered position where the upper end of the levitation tube coincides with the water bottom surface. 4. The movable breakwater according to any one of 3 above.
請求項1から4のいずれか1項に記載の可動式防波堤を水底に複数配列したことを特徴とする可動式防波施設。   A movable breakwater facility, wherein a plurality of the movable breakwaters according to any one of claims 1 to 4 are arranged on the bottom of the water.
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