JP6184800B2 - Ship mooring device - Google Patents

Ship mooring device Download PDF

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JP6184800B2
JP6184800B2 JP2013169331A JP2013169331A JP6184800B2 JP 6184800 B2 JP6184800 B2 JP 6184800B2 JP 2013169331 A JP2013169331 A JP 2013169331A JP 2013169331 A JP2013169331 A JP 2013169331A JP 6184800 B2 JP6184800 B2 JP 6184800B2
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mooring
ship
hole
shear key
column
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JP2015038274A (en
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宏文 門乢
宏文 門乢
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Mitsui Engineering and Shipbuilding Co Ltd
Mitsui E&S Holdings Co Ltd
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Mitsui Engineering and Shipbuilding Co Ltd
Mitsui E&S Holdings Co Ltd
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この発明は、岸壁に船舶を係留する係留装置に係り、特に、大津波の発生等によって海面が異常に上昇した場合であっても、船舶の不測の漂流を防止する船舶係留装置に関する。   The present invention relates to a mooring apparatus for mooring a ship on a quay, and more particularly to a ship mooring apparatus that prevents an unexpected drift of a ship even when the sea level rises abnormally due to the occurrence of a large tsunami or the like.

着岸のために入港した船舶は、岸壁や桟橋に突設されている係船柱にロープやワイヤロープ等の係留ロープを括りつけることで停船して離岸が阻止される。一般に、岸壁等の接岸施設は、干満に応じた海面の昇降による水位の変化によっても、船舶の乗客を乗降や貨物の荷役に支障を生じない高さに設計されている。また、大潮と台風が重なった場合等で岸壁に大波が被さる場合であっても、前記係船柱に係留ロープによって係留されている船舶の停泊には支障を生じない。なお、接岸施設には防舷材が取り付けられて、船舶と接岸施設とが損傷しないようにしてある。   Ships that have entered the port for berthing are anchored with mooring ropes such as ropes and wire ropes attached to mooring pillars protruding from the quay or pier, and the berthing is prevented. Generally, a berthing facility such as a quay is designed to have a height that does not hinder passengers on the ship and unload cargo even when the water level changes due to sea level rise and fall according to the tidal range. Further, even if a large wave hits the quay, such as when a tide and a typhoon overlap, there is no problem in berthing of a ship moored by a mooring rope on the mooring column. In addition, fenders are attached to the berthing facility so that the ship and the berthing facility are not damaged.

ところで、近年には大地震の発生に伴われて予想をはるかに上回る大津波が発生し、多大な被害が生じたことは記憶に新しい。このような大津波等によって海面が異常に上昇した場合には、係船柱に係留ロープによって係留されている船舶は、海面の上昇に伴われて上昇する。予想以上に海面が上昇する場合には、船舶が転覆するおそれが生じる。   By the way, in recent years, a great tsunami that far exceeded expectations due to the occurrence of a major earthquake has occurred, and it is a new memory. When the sea level abnormally rises due to such a large tsunami or the like, the ship moored to the mooring column by the mooring rope rises as the sea level rises. If the sea level rises more than expected, there is a risk that the ship will capsize.

図6と図7は、岸壁Gに設けられた係船柱1に船舶Sが係留ロープ2によって停船している状態を示している。図6は平常時であり、潮の干満による海面Lの昇降に応じて船舶Sも昇降するが、岸壁Gの高さは船舶Sとの間の乗降や荷役に支障が生じることがないものとされている。これに対して、暴風雨や大津波により予想を超えた高さまで海面Lが上昇して、岸壁Gの高さをはるかに超えた場合には、図7に示すように、船舶Sは海面Lの上昇によって岸壁Gの高さを超えて上昇する。前記係留ロープ2は、船舶Sが接岸している状態を維持できる程度の余裕を持った長さとされているから、海面Lが異常に上昇した場合には、係船柱1と海面Lとの間の距離が係留ロープ2の長さよりも大きくなってしまうおそれがある。このような場合には、図7に示すように、船舶Sが係留ロープ2によって拘束されて、該係留ロープ2が掛止されている舷側が引き込まれて転覆してしまうおそれがある。また、緊張した係留ロープ2が破断してしまう場合があり、船舶Sが津波に運ばれて漂流したり、陸地に運ばれて座礁したりしてしまうおそれがある。   6 and 7 show a state where the ship S is stopped by the mooring rope 2 on the mooring column 1 provided on the quay G. FIG. 6 shows a normal state, and the ship S also moves up and down in response to the rise and fall of the sea level L due to tides, but the height of the quay G does not cause any trouble in getting on and off the ship S and cargo handling. Has been. On the other hand, when the sea level L rises to an unexpected height due to a storm or a large tsunami and far exceeds the height of the quay G, the ship S has a sea level L as shown in FIG. Ascends and rises above the height of the quay G. Since the mooring rope 2 has a length sufficient to maintain the state where the ship S is berthing, when the sea level L rises abnormally, it is between the mooring column 1 and the sea level L. May be longer than the length of the mooring rope 2. In such a case, as shown in FIG. 7, the ship S may be restrained by the mooring rope 2, and the anchor side on which the mooring rope 2 is hooked may be drawn and overturned. In addition, the tensioned mooring rope 2 may break, and the ship S may be carried by the tsunami and drifted, or carried by the land and stranded.

ところで、特許文献1には、津波が襲来した際に、係留索が破断したり、船体が漂流したり、他の物体に損害を与えることがない係留システムとして、船体と係船岸の間を、緩衝材を介在させた緩衝索で連結し、船体とマーカーブイの間を、係留索で連結し、マーカーブイ4海底のチェーンの間を緩衝材を介在させた緩衝索とで連結し、チェーンの他端はブロックに連結した構成が開示されている。   By the way, in Patent Document 1, as a mooring system in which a mooring line does not break, a hull drifts, or damages other objects when a tsunami strikes, between a hull and a mooring shore, It is connected with a buffer cable with a cushioning material, connected between the hull and the marker buoy with a mooring cable, and connected with a buffer cable with a buffer material between the chains on the bottom of the marker buoy. A configuration in which the other end is connected to a block is disclosed.

特開2012−131332号公報JP 2012-131332 A

特許文献1に開示された係留システムでは、船体と係船岸との間が緩衝材を介在させた緩衝索で連結されている構成であるから、上昇した海面と係船岸との距離がこの緩衝索の長さよりも大きくなってしまうと、船体が緩衝索に拘束されて転覆してしまうおそれがある。なお、緩衝索の緩衝材に伸縮性が備えられているが、係留された船体が係船岸から離脱しない程度の伸縮性であるから、海面の異常上昇の際には、伸長した状態であっても船体が拘束されることとは避けられない。   In the mooring system disclosed in Patent Document 1, since the hull and the mooring shore are connected by a buffering rope with a buffering material interposed therebetween, the distance between the rising sea level and the mooring shore is the buffering rope. If it becomes larger than the length of the hull, there is a risk that the hull will be restrained by the buffer cable and overturned. Although the buffer material of the buffer rope is provided with elasticity, it is stretchable so that the moored hull does not detach from the mooring shore. However, it is inevitable that the hull will be restrained.

そこで、この発明は、予想以上の高い大津波が襲来して、海面の上昇に伴われて船舶が上昇した場合でも、牽引ロープで接岸施設に連結された状態が維持されると共に、船舶を転覆させることのない船舶係留装置を提供することを目的としている。   Therefore, the present invention maintains the state of being connected to the berthing facility with a tow rope even when an unexpectedly large tsunami attacks and the ship rises as the sea level rises, and the ship is capsized. It aims at providing the ship mooring device which is not made to do.

前記目的を達成するための技術的手段として、この発明に係る船舶係留装置は、接岸した船舶と係船柱とを係留ロープによって連結する船舶係留装置において、前記係留ロープを結索する前記係船柱の基部を挿抜自在に収容する保持穴を、岸壁に形成し、前記保持穴に連続した収容穴を形成し、前記収容穴に延長材を収容させ、前記延長材の先端部を前記係船柱の基部に固定すると共に、該延長材の基端部を任意の部分に固定し、前記延長材の長さであって、岸壁から伸長する部分の長さを、異常高さまで上昇した海面と岸壁との距離よりも大きくしてあることを特徴としている。 As a technical means for achieving the above object, a marine mooring device according to the present invention is a marine mooring device for connecting a marine vessel and a mooring column by a mooring rope. A holding hole for detachably receiving the base is formed in the quay wall, a receiving hole continuous with the holding hole is formed, an extension member is received in the receiving hole, and a distal end portion of the extension member is used as a base of the mooring column And fixing the base end portion of the extension member to an arbitrary portion, the length of the extension member, the length of the portion extending from the quay, is increased between the sea level and the quay It is characterized by being larger than the distance.

大津波等の襲来によって生じる海面の異常上昇に伴われて船舶が上昇した場合、海面と岸壁との距離が係留ロープの長さよりも大きくなると、前記係船柱が前記保持穴から引き抜かれる。このため、船舶は上昇によっても転覆することがない。なお、前記延長材の長さは、海面の異常上昇時にも船舶の上昇を十分に許容する長さとする。 When a ship is accompanied by abnormal increase in sea level caused by invasion of the like tsunami rises, the distance between the sea surface and the quay is greater than the length of the tether, the dolphin is withdrawn from the holding hole. For this reason, a ship does not capsize even if it rises. The length of the extension member is set to a length that sufficiently allows the vessel to rise even when the sea level rises abnormally.

また、請求項2の発明に係る船舶係留装置は、前記保持穴に前記係船柱の基部を保持する保持手段を設け、前記保持穴に海水が浸入した場合に、該保持手段を解除して係船柱を自由とすることを特徴としている。   The ship mooring device according to the invention of claim 2 is provided with a holding means for holding the base of the mooring pillar in the holding hole, and when seawater enters the holding hole, the holding means is released to release the mooring ship. It is characterized by the freedom of the pillar.

係船柱は前記保持穴に収容されており、海面の異常上昇時には容易に引き抜かれる必要があるから、該保持穴に強固に係合させることは不都合であるので、遊挿されている。このため、通常時の波浪による船舶の岸壁に対する進退によって保持穴に対してぐらついたり、場合によっては衝撃を受けて引き抜かれてしまうおそれがある。そこで、平常時には容易にぐらついたり引き抜かれたりしないように前記保持手段を設けたものである。そして、海水が上昇して前記保持穴から前記収容穴に浸入すると、前記保持手段が解除されて係船柱の拘束が解かれる。これにより、係船船中が保持穴から引き抜かれることが可能となって、海面の上昇に伴う船舶の上昇によって延長材が引き出される。   Since the mooring column is accommodated in the holding hole and needs to be easily pulled out when the sea level rises abnormally, it is inconvenient to firmly engage with the holding hole, so that it is inserted loosely. For this reason, there is a risk of wobbling with respect to the holding hole due to advancing and retreating with respect to the quay of the ship due to normal waves, or in some cases being pulled out due to impact. Therefore, the holding means is provided so as not to be easily wobbled or pulled out during normal times. When the seawater rises and enters the accommodation hole from the holding hole, the holding means is released and the restraint of the mooring column is released. As a result, the inside of the mooring ship can be pulled out from the holding hole, and the extension member is pulled out by the rising of the ship accompanying the rise of the sea level.

なお、例えば、該収容穴に岸壁の側面に開口している横穴を穿設して、浸入した海水が排出されるようにして、平常時に前記収容穴と保持穴とに海水が滞留しないようにしておく。   In addition, for example, a horizontal hole opened on the side surface of the quay is formed in the accommodation hole so that the intruded seawater is discharged so that the seawater does not stay in the accommodation hole and the holding hole in normal times. Keep it.

また、請求項3の発明に係る船舶係留装置は、前記保持手段を、前記係船柱の基部を収容するハウジングであって、該ハウジングの内壁に形成したフランジ部の上部側に前記基部を収容させ、係船柱の基部を有底の円筒形で形成し、該円筒形の側壁に形成した透孔に遊挿したせん断キーを備え、前記ハウジングの内壁面に前記せん断キーの先端部が挿抜自在に遊挿される係止溝を形成し、前記せん断キーの背面が臨む領域を占退し、該せん断キーが係止溝から離脱することを占位時には防止し、退避時には許容するストッパーを備え、前記フランジ部よりも下部側の浮体室に浮体を収容させ、前記保持穴に海水が浸入した場合に、前記浮体が浮力を受けて上昇することにより、前記ストッパーを押動してせん断キーの背面から退避させて、該せん断キーの先端部が前記係止溝から抜去されるように構成したことを特徴としている。   According to a third aspect of the present invention, there is provided a marine mooring device in which the holding means is a housing that accommodates the base portion of the mooring column, and the base portion is accommodated on the upper side of the flange portion formed on the inner wall of the housing. The base of the mooring column is formed in a bottomed cylindrical shape, and includes a shear key loosely inserted into a through hole formed in the cylindrical side wall, and the tip end portion of the shear key can be inserted into and removed from the inner wall surface of the housing. A locking groove to be loosely inserted is formed, and a region where the rear surface of the shearing key faces is retracted, and the shearing key is prevented from being detached from the locking groove at the time of occupation, and provided with a stopper that is allowed when retracted, When the floating body is accommodated in the floating body chamber below the flange portion and seawater enters the holding hole, the floating body is lifted by receiving buoyancy to push the stopper from the back of the shear key. Evacuate the N tip of cross key is characterized by being configured to be removed from the locking groove.

すなわち、前記保持手段を、海水が浸入したことにより浮力を受けた浮体の浮上によって解除させるようにしたものである。   That is, the holding means is released by the floating of the floating body that has received buoyancy due to the intrusion of seawater.

この発明に係る船舶係留装置によれば、海面が上昇して岸壁から海面までの距離が係留ロープの長さよりも大きくなった場合であっても、前記延長材が伸長することにより船舶が傾いたり、転覆したりすることがない。しかも、延長材によって規制されるから、船舶が漂流することが防止される。また、平常時には係船柱は所定の位置に設置された状態であるので、船舶を係留させることができる。   According to the ship mooring device according to the present invention, even when the sea level rises and the distance from the quay to the sea surface is greater than the length of the mooring rope, the ship is tilted by the extension material extending. There is no overthrow. And since it is controlled by the extension material, it is prevented that a ship drifts. Further, since the mooring column is installed at a predetermined position in normal times, the ship can be moored.

また、請求項2の発明に係る船舶係留装置によれば、海面が岸壁を越えた場合に前記保持手段が解除されるので、平常時に不用意に係船柱が保持穴から抜け出てしまうことを防止でき、係船柱の機能が十分に果たされる。   Further, according to the ship mooring device of the invention of claim 2, since the holding means is released when the sea surface exceeds the quay, it is possible to prevent the mooring column from coming out of the holding hole inadvertently in normal times. And the function of the mooring column is fully fulfilled.

また、請求項3の発明に係る船舶係留装置によれば、海面の異常上昇により前記保持穴が浸水したことによる海水の浮力を受けて前記浮体を浮上させるから、確実に保持手段を解除でき、係船柱を確実に解放できる。   Further, according to the ship mooring device according to the invention of claim 3, since the floating body is levitated by receiving the buoyancy of seawater due to the holding hole being submerged due to an abnormal rise of the sea surface, the holding means can be reliably released, The mooring column can be released reliably.

この発明に係る係留装置によって船舶が接岸施設に係留された状態を示す概略図である。It is the schematic which shows the state by which the ship was moored at the berthing facility by the mooring apparatus which concerns on this invention. 図1に示す状態で、大津波等の襲来によって海面が異常水位となった状態を示す概略図である。FIG. 2 is a schematic diagram illustrating a state in which the sea surface is in an abnormal water level due to an attack of a large tsunami or the like in the state illustrated in FIG. 係船柱の保持手段の第1の実施形態を示す図であり、係船柱が保持された状態から解放される状態までを示している。It is a figure which shows 1st Embodiment of the holding means of a mooring pillar, and shows from the state from which the mooring pillar was hold | maintained to the state released | released. 係船柱の保持手段の第2の実施形態を示す図であり、係船柱が保持された状態から解放される状態までを示している。It is a figure which shows 2nd Embodiment of the holding means of a mooring pillar, and has shown from the state from which the mooring pillar was hold | maintained to the state released | released. 係船柱の保持手段の第3の実施形態を示す図であり、係船柱が保持された状態から解放される状態までを示している。It is a figure which shows 3rd Embodiment of the holding means of a mooring pillar, and has shown from the state from which the mooring pillar was hold | maintained to the state released. 従来の係留装置によって船舶が接岸施設に係留された状態を示す概略図で、図1に相当している。It is the schematic which shows the state where the ship was moored at the berthing facility by the conventional mooring apparatus, and is equivalent to FIG. 図6に示す状態で、大津波等の襲来によって海面が異常水位となった状態を示す概略図で、図2に相当している。In the state shown in FIG. 6, it is the schematic which shows the state by which the sea level became the abnormal water level by the attack of the big tsunami etc., and is equivalent to FIG.

以下、図示した好ましい実施形態に基づいて、この発明に係る船舶係留装置を具体的に説明する。   Hereinafter, based on the illustrated preferred embodiment, a marine mooring apparatus according to the present invention will be specifically described.

図1は船舶Sが接岸施設である岸壁Gに係船柱1に係留ロープ2で係留されている状態を示しており、平常時には、干満や波浪によっても、海面Lは岸壁Gの上面よりも低い位置で昇降して、船舶Sに対する乗降や荷役が安定して行われている。前記係船柱1の基部1aは、岸壁Gの上面に形成された保持穴3に挿抜自在に収容されている。この保持穴3の下部には該保持穴3よりも小径の収容穴4を連続させてある。   FIG. 1 shows a state in which a ship S is moored to a mooring column 1 with a mooring rope 2 on a quay G, which is a berthing facility. Ascending and descending at the position, boarding and unloading and cargo handling with respect to the ship S are performed stably. The base portion 1a of the mooring column 1 is accommodated in a holding hole 3 formed in the upper surface of the quay G so as to be freely inserted and removed. A holding hole 4 having a diameter smaller than that of the holding hole 3 is continued below the holding hole 3.

前記基部1aには延長材5の先端部が固定されており、この延長材5が前記収容穴4に収容されている。この延長材5は、例えばリンクチェーンで形成される等、容易に破断しないものとしてある。また、この延長材5は、岸壁Gから伸長する部分の長さを、大津波等の襲来によって異常にの上昇した海面Lと岸壁Gとの間の距離よりも大きくしてある。例えば、地震に伴って発生した大津波の高さが予想される以上の規模であり、その際に上昇する海面Lの高さを考慮してある。また、延長材5の基端部は、後述する作用を果たすのに適宜な位置に固定されている。   A distal end portion of an extension member 5 is fixed to the base portion 1 a, and the extension member 5 is accommodated in the accommodation hole 4. The extension member 5 is not easily broken, for example, formed of a link chain. Further, the length of the extension member 5 extending from the quay G is larger than the distance between the sea level L and the quay G that have risen abnormally due to the attack of a large tsunami or the like. For example, the height of the large tsunami generated by the earthquake is larger than expected, and the height of the sea level L rising at that time is taken into consideration. In addition, the base end portion of the extension member 5 is fixed at an appropriate position so as to perform an action described later.

以上により構成された船舶係留装置では、平常時には、図1に示すように、通常の係船柱1として機能して、船舶Sを係留ロープ2を介して係留して、乗降や荷役の支障が生じないようにしてある。この状態で、大津波が襲来して海面Lが異常に上昇し、船舶Sが海面Lの上昇に伴われて岸壁Gの上方にまで上昇すると、前記係留ロープ2が緊張する。   In the ship mooring device configured as described above, during normal times, as shown in FIG. 1, it functions as a normal mooring column 1 and mooring the ship S via the mooring rope 2, resulting in problems of getting on and off and cargo handling. There is no way. In this state, when the large tsunami strikes and the sea level L rises abnormally, and the ship S rises above the quay G along with the rise of the sea level L, the mooring rope 2 becomes tense.

さらに、海面Lが上昇して船舶Sが上昇すると、係船柱1の基部1aが船舶Sの上昇によって保持穴3から引き抜かれる。また、この係船柱1に伴われて、延長材5も収容穴4から引き抜かれる。この延長材5の岸壁Gから伸長した部分の長さは、異常上昇した海面Lと岸壁Gとの距離よりも大きくしてあるから、船舶Sの上昇を許容し、船舶Sの転覆が防止される。しかも、延長材5の基端部は適宜な部位に固定されているから、船舶Sは漂流してしまうことが阻止される。   Furthermore, when the sea level L rises and the ship S rises, the base 1a of the mooring column 1 is pulled out of the holding hole 3 by the rise of the ship S. Further, the extension member 5 is also pulled out from the accommodation hole 4 along with the mooring column 1. Since the length of the part extending from the quay G of the extension member 5 is larger than the distance between the abnormally rising sea level L and the quay G, the vessel S is allowed to rise, and the overturning of the vessel S is prevented. The And since the base end part of the extension material 5 is being fixed to the appropriate site | part, the ship S is prevented from drifting.

図3〜図5には前記係船柱1を保持する保持手段の第1実施形態〜第3実施形態を示している。前述したように、係船柱1は保持穴3に挿入してあるが、挿抜自在とされているだけである場合には、船舶Sが波浪によって浮遊することで係留ロープ2を緊張させ、係船柱1に不測の方向の外力が作用し、保持穴3の内壁に衝突したり、引き抜かれそうになったりして、保持穴3を破損してしまうおそれがある。このため、平常時に、係船柱1に不測の外力が加えられた場合でも該保持穴3を破損することがないようにし、海面Lが異常上昇した場合にのみ、係船柱1が容易に保持穴3から抜去される構造とすることが好ましい。そのため、係船柱1の保持手段を設けて、係船柱1を保持穴3に対して着脱自在とする手段を採用するものである。   3 to 5 show first to third embodiments of holding means for holding the mooring column 1. As described above, the mooring column 1 is inserted into the holding hole 3, but when the mooring column 1 is only freely inserted and withdrawn, the mooring rope 2 is tensioned by the ship S floating due to the waves, and the mooring column 1 An external force in an unforeseen direction acts on 1 and may collide with the inner wall of the holding hole 3 or be pulled out, thereby damaging the holding hole 3. For this reason, even if an unexpected external force is applied to the mooring column 1 during normal times, the retaining hole 3 is not damaged, and the mooring column 1 can be easily retained only when the sea level L rises abnormally. It is preferable to have a structure that is removed from the structure 3. Therefore, a means for making the mooring pillar 1 detachable from the holding hole 3 by providing a means for holding the mooring pillar 1 is adopted.

図3に示す実施形態に係る係船柱1の保持手段10は、一対の鉤部材11とこの鉤部材11を開放する浮体12とから構成されており、係船柱1の基部1aと共に保持穴3に収容されている。前記鉤部材11はほぼL字形に形成されており、L字の一方の腕部の先端部には、内側を指向させて突出させた鉤部11aが形成され、前記係船柱1の基部1aにはこの鉤部11aと係合する段部1bが形成されている。前記L字形の屈曲部は、例えば保持穴3の内壁に取り付けられた軸11bを中心として揺動自在に支持されており、該L字形の他方の腕部は入力部11cとされて、係船柱1の基部1aの下方に伸長している。なお、この入力部11cと基部1aの中央部との間には後述する動作を行わせるのに適宜な間隙Hが形成され、入力部11cの基部が係船柱1の基部1aの底面に当接されている。   The holding means 10 of the mooring column 1 according to the embodiment shown in FIG. 3 is composed of a pair of anchor members 11 and a floating body 12 that opens the anchor member 11, and in the holding hole 3 together with the base 1a of the mooring column 1 Contained. The saddle member 11 is substantially L-shaped, and at the distal end of one of the L-shaped arms, a saddle portion 11a is formed that projects inwardly, and is formed on the base 1a of the mooring column 1. A step portion 1b that engages with the flange portion 11a is formed. The L-shaped bent portion is supported so as to be swingable around a shaft 11b attached to the inner wall of the holding hole 3, for example, and the other arm portion of the L-shape is used as an input portion 11c. 1 extends below the base 1a. An appropriate gap H is formed between the input portion 11c and the central portion of the base portion 1a so that the operation described later is performed, and the base portion of the input portion 11c contacts the bottom surface of the base portion 1a of the mooring column 1. Has been.

前記入力部11cの下方には、前記浮体12が配されている。この浮体12は、下部に浮子部12aが形成され、この浮子部12aから上方に伸長させた支柱部の先端に押動板12bが具備されている。前記前記浮子部12aが浮力を受けることで、浮体12を浮上させるようにしてある。   The floating body 12 is disposed below the input unit 11c. The floating body 12 has a floating portion 12a formed at the lower portion thereof, and a push plate 12b is provided at the tip of a column portion extending upward from the floating portion 12a. The floating body 12 is levitated by receiving the buoyancy in the float 12a.

この第1実施形態に係る保持手段10は、海面Lの上昇によって保持穴3に海水が浸入すると、同図(b)に示すように、前記浮体2が浮力を受けて上昇する。浮体2が上昇すると、前記押動板12bの上昇によって前記入力部11cが押し上げられる。このため、一対の鉤部材11が前記軸11bを中心として前記鉤部11aを開放する方向に揺動し、同図(c)に示すように、係船柱1の基部1aの拘束を解除する。このため、同図(d)に示すように、係船柱1は海面Lの上昇による船舶Sの上昇により、保持穴3から引き出されることになる。   In the holding means 10 according to the first embodiment, when seawater enters the holding hole 3 as the sea level L rises, the floating body 2 rises due to buoyancy as shown in FIG. When the floating body 2 is raised, the input portion 11c is pushed up by the raising of the push plate 12b. For this reason, the pair of anchor members 11 swings around the shaft 11b in the direction of opening the anchor part 11a, and the restraint of the base part 1a of the mooring column 1 is released as shown in FIG. For this reason, as shown in FIG. 4D, the mooring column 1 is pulled out from the holding hole 3 by the rise of the ship S due to the rise of the sea level L.

なお、平常時の海水が前記保持穴3および収容穴4に浸入して滞留してしまうと、前記浮体2が浮力を受けることになるから、例えば、岸壁Gの側面に形成した開口から横穴を形成して前記収容穴4に連通させて、海水の滞留を防止することが望ましい。   If normal seawater enters and stays in the holding hole 3 and the accommodation hole 4, the floating body 2 receives buoyancy. For example, a horizontal hole is formed from an opening formed on the side surface of the quay G. It is desirable to form and communicate with the accommodation hole 4 to prevent retention of seawater.

次に、図4に示す第2実施形態に係る保持手段20を説明する。この実施形態では、係船柱21は保持穴3に収容されるハウジング22に保持されている。係船柱21の基部21aは底部を有する円筒形に形成されており、該基部21aの中間部に形成された透孔にせん断キー23が遊挿されている。一方、このせん断キー23の先端部は、図4(c)と(d)に示すように、前記ハウジング22に形成された係止溝22aに挿抜自在に遊挿されている。ハウジング22の中間部の内壁面には、内側に指向したフランジ部22bが形成されており、前記基部21aがこのフランジ部22bに載置されている。前記基部21aにはストッパー24が円筒形の軸方向に移動自在に収容さており、該基部21aの底部に下降した位置で、前記せん断キー23の背面が臨む領域を占位して、該せん断キー23を前記係止溝22aに遊挿された状態に維持している。なお、このストッパー24がせん断キー23の背面から退避した位置となった場合には、例えば、せん断キー23にバネ手段等の復元力を、該せん断キー23がストッパー24の位置まで退避する方向に移動するよう付勢して、せん断キー23が前記係止溝22aから退避するようにしてある。また、基部21aの底板の中央部には、透孔21bが形成されている。   Next, the holding means 20 according to the second embodiment shown in FIG. 4 will be described. In this embodiment, the mooring column 21 is held by a housing 22 accommodated in the holding hole 3. The base portion 21a of the mooring column 21 is formed in a cylindrical shape having a bottom portion, and a shear key 23 is loosely inserted into a through hole formed in an intermediate portion of the base portion 21a. On the other hand, as shown in FIGS. 4 (c) and 4 (d), the distal end portion of the shear key 23 is loosely inserted in a locking groove 22a formed in the housing 22. A flange portion 22b directed inward is formed on the inner wall surface of the intermediate portion of the housing 22, and the base portion 21a is placed on the flange portion 22b. A stopper 24 is accommodated in the base portion 21a so as to be movable in the axial direction of the cylinder, and at a position lowered to the bottom of the base portion 21a, the area where the back surface of the shear key 23 faces is occupied, and the shear key 23 is kept loosely inserted into the locking groove 22a. When the stopper 24 is in a position retracted from the back surface of the shear key 23, for example, a restoring force of a spring means or the like is applied to the shear key 23 in a direction in which the shear key 23 retracts to the position of the stopper 24. The shear key 23 is urged to move so as to retract from the locking groove 22a. Further, a through hole 21b is formed at the center of the bottom plate of the base 21a.

前記フランジ部22bの下部は浮体室22cとされており、この浮体室22cに浮体25が収容されている。この浮体25は浮子部25aと、該浮子部25aの上部の中央部には押動ロッド25bが植設されており、この押動ロッド25bの先端部が、前記透孔21bに遊挿されて、前記ストッパー24に当接させてある。また、前記ハウジング22の浮体室22cには適宜な位置に透孔22dが形成されて、浮体室22cの内外部がこの透孔22dを介して連通されている。   A lower portion of the flange portion 22b is a floating body chamber 22c, and a floating body 25 is accommodated in the floating body chamber 22c. The floating body 25 has a floating part 25a and a push rod 25b planted in the center of the upper part of the float part 25a. The tip of the push rod 25b is loosely inserted into the through hole 21b. The stopper 24 is in contact with the stopper 24. Further, a through hole 22d is formed at an appropriate position in the floating body 22c of the housing 22, and the inside and outside of the floating body 22c are communicated through the through hole 22d.

この第2実施形態に係る保持手段20の場合には、海面Lの上昇によって海水が保持穴3と収容穴4とに浸入すると、図4(b)に示すように、前記浮体室22cに収容されている浮体25が浮力を受けて上昇し、前記押動ロッド25bが前記ストッパー24を押し上げる。このため、該ストッパー24は、同図(c)に示すように、せん断キー23の背面が臨む領域から上方に退避し、該せん断キー23が自由となる。このため、該せん断キー23が前記ハウジング22に形成された係止溝22aから抜去され、該ハウジング22と係船柱21との連係が解除される。このため、該係船柱21が自由となり、海面Lの上昇に伴われた船舶Sの上昇より前記係留ロープ2が緊張して係船柱21が上昇して、船舶Sの転覆が防止される。   In the case of the holding means 20 according to the second embodiment, when seawater enters the holding hole 3 and the accommodation hole 4 by the rise of the sea level L, the seam is accommodated in the floating body chamber 22c as shown in FIG. The floating body 25 is lifted by receiving buoyancy, and the push rod 25b pushes up the stopper 24. Therefore, as shown in FIG. 3C, the stopper 24 is retracted upward from the region where the rear surface of the shear key 23 faces, and the shear key 23 becomes free. For this reason, the shear key 23 is removed from the locking groove 22a formed in the housing 22, and the linkage between the housing 22 and the mooring column 21 is released. For this reason, the mooring column 21 becomes free, and the mooring rope 2 is tensioned and the mooring column 21 rises due to the rise of the ship S accompanying the rise of the sea level L, and the overturning of the ship S is prevented.

次に、図5に示す第3の実施形態に係る保持手段30を説明する。この保持手段30は、第2実施形態に係る保持手段20を改良した構成としたものである。なお、図4に示す実施形態と同一の部位には、同一の符号を付してある。   Next, the holding means 30 according to the third embodiment shown in FIG. 5 will be described. This holding means 30 is configured by improving the holding means 20 according to the second embodiment. In addition, the same code | symbol is attached | subjected to the site | part same as embodiment shown in FIG.

前記せん断キー31の背面に当接させたストッパー32は中央部でストッパー部材32a、32bに分割されており、それぞれのストッパー部材32a、32bの上端部は、ヒンジ32cによってせん断キー31に対して揺動自在に連結されている。前記浮体25の前記押動ロッド25bの先端は、前記ストッパー部材32a、32bの双方に当接させてある。 Stopper 32 is brought into contact with the rear surface of the shear key 31 is divided stopper member 32a, and 32b in the central portion, each of the stopper members 32a, the upper end portion of 32b is rocking relative shear key 31 by a hinge 32c It is connected freely. The tip of the push rod 25b of the floating body 25 is in contact with both the stopper members 32a and 32b .

この図5に示す第3実施形態では、前記浮体25が上昇すると、前記ストッパー部材34a、35bの双方を押し上げる。これらストッパー部材32a、32bは前記ヒンジ32cを軸としてそれぞれ揺動し、図5(b)に示すように、観音開きの状態で開放されながら、せん断キー31の背面から退避し、該せん断キー31を中央部に移動させる。これにより、該せん断キー31が、図5(c)に示すように、前記係止溝22aから抜去されて、ハウジング22と係船柱21との連係が解除される。このため、該係船柱21が自由となり、海面Lの上昇に伴われた船舶Sの上昇より前記係留ロープ2が緊張して係船柱21が上昇して、船舶Sの転覆が防止される。 In the third embodiment shown in FIG. 5, when the floating body 25 is raised, both the stopper members 34a and 35b are pushed up. These stopper members 32a and 32b swing around the hinge 32c as an axis, and as shown in FIG. 5 (b), the stopper members 32a and 32b are retracted from the back of the shear key 31 while being opened in a double-spread state, and the shear key 31 is moved away. Move to the center. As a result, the shear key 31 is removed from the locking groove 22a as shown in FIG. 5C, and the linkage between the housing 22 and the mooring column 21 is released. For this reason, the mooring column 21 becomes free, and the mooring rope 2 is tensioned and the mooring column 21 rises due to the rise of the ship S accompanying the rise of the sea level L, and the overturning of the ship S is prevented.

この発明に係る船舶係留装置によれば、大津波の襲来等による海面の異常上昇時であっても、船舶が漂流してしまうことを防止でき、船舶が陸地に漂流して不測の損害の発生防止に寄与する。   The ship mooring device according to the present invention can prevent the ship from drifting even when the sea level is abnormally rising due to the invasion of a large tsunami, etc., and the ship drifts to the land, causing unexpected damage. Contributes to prevention.

G 岸壁
S 船舶
L 海面
1 係船柱
1a 基部
1b 段部
2 係留ロープ
3 保持穴
4 収容穴
5 延長材
10 保持手段
11 鉤部材
12 浮体
20 保持手段
21 係船柱
21a 基部
21b 透孔
22 ハウジング
22a 係止溝
22b フランジ部
22c 浮体室
22d 透孔
23 せん断キー
24 ストッパー
25 浮体
30 保持手段
31 せん断キー
32 ストッパー
32a、32b ストッパー部材
32c ヒンジ
G quay S ship L sea level 1 mooring pillar
1a Base
1b Step 2 Mooring rope 3 Holding hole 4 Housing hole 5 Extension material
10 Holding means
11 Anchor
12 Floating body
20 Holding means
21 Mooring pillar
21a base
21b Through hole
22 Housing
22a Locking groove
22b Flange
22c Floating chamber
22d through hole
23 Shear key
24 Stopper
25 Floating body
30 Holding means
31 Shear key
32 Stopper
32a, 32b Stopper member
32c hinge

Claims (3)

接岸した船舶と係船柱とを係留ロープによって連結する船舶係留装置において、
前記係留ロープを結索する前記係船柱の基部を挿抜自在に収容する保持穴を、岸壁に形成し、
前記保持穴に連続した収容穴を形成し、
前記収容穴に延長材を収容させ、
前記延長材の先端部を前記係船柱の基部に固定すると共に、該延長材の基端部を任意の部分に固定し、
前記延長材の長さであって、岸壁から伸長する部分の長さを、異常高さまで上昇した海面と岸壁との距離よりも大きくしてあることを特徴とする船舶係留装置。
In a ship mooring device that connects a ship berthing and a mooring column with a mooring rope
A holding hole is formed in the quay for accommodating the base of the mooring column for tying the mooring rope so that it can be inserted and removed ,
Forming a continuous receiving hole in the holding hole;
The extension material is accommodated in the accommodation hole,
Fixing the distal end portion of the extension member to the base portion of the mooring column, and fixing the proximal end portion of the extension member to an arbitrary portion;
A marine mooring apparatus characterized in that the length of the extension member, the length of the portion extending from the quay, is greater than the distance between the sea level rising to an abnormal height and the quay.
前記保持穴に前記係船柱の基部を保持する保持手段を設け、
前記保持穴に海水が浸入した場合に、該保持手段を解除して係船柱を自由とすることを特徴とする請求項1に記載の船舶係留装置。
A holding means for holding the base of the mooring pillar is provided in the holding hole,
The marine mooring device according to claim 1, wherein when the seawater enters the holding hole, the holding means is released to make the mooring column free.
前記保持手段は、
前記係船柱の基部を収容するハウジングであって、該ハウジングの内壁に形成したフランジ部の上部側に前記基部を収容させ、
係船柱の基部を有底の円筒形で形成し、該円筒形の側壁に形成した透孔に遊挿したせん断キーを備え、
前記ハウジングの内壁面に前記せん断キーの先端部が挿抜自在に遊挿される係止溝を形成し、
前記せん断キーの背面が臨む領域を占退し、該せん断キーが係止溝から離脱することを占位時には防止し、退避時には許容するストッパーを備え、
前記フランジ部よりも下部側の浮体室に浮体を収容させ、
前記保持穴に海水が浸入した場合に、前記浮体が浮力を受けて上昇することにより、前記ストッパーを押動してせん断キーの背面から退避させて、該せん断キーの先端部が前記係止溝から抜去されるようにしたことを特徴とする請求項2に記載の船舶係留装置。
The holding means is
A housing for accommodating the base portion of the mooring pillar, wherein the base portion is accommodated on an upper side of a flange portion formed on an inner wall of the housing;
The base of the mooring column is formed in a cylindrical shape with a bottom, and includes a shear key loosely inserted into a through hole formed in the cylindrical side wall,
A locking groove is formed in the inner wall surface of the housing so that the tip of the shear key can be freely inserted and removed,
Retract the area where the back of the shear key faces, and prevent the shear key from detaching from the locking groove at the time of occupation, provided with a stopper that allows when retracted,
The floating body is accommodated in the floating body chamber below the flange portion,
When seawater enters the holding hole, the floating body is lifted by receiving buoyancy, so that the stopper is pushed and retracted from the back of the shear key, and the tip of the shear key is moved to the locking groove. The ship mooring apparatus according to claim 2, wherein the ship mooring apparatus is removed from the ship.
JP2013169331A 2013-08-19 2013-08-19 Ship mooring device Active JP6184800B2 (en)

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JP6246250B2 (en) * 2015-08-04 2017-12-13 和歌山県 Ship mooring device
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JPS5935614Y2 (en) * 1980-02-26 1984-10-02 日本鋼管株式会社 Device to prevent floating structures from moving onto land due to tsunamis and storm surges
JPS5943603B2 (en) * 1980-02-26 1984-10-23 日本鋼管株式会社 Device to prevent floating structures from moving onto land due to tsunamis and storm surges
JPS5935616Y2 (en) * 1980-03-11 1984-10-02 日本鋼管株式会社 Device to prevent floating structures from moving onto land due to tsunamis and storm surges

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