JP3777536B2 - Defense equipment - Google Patents

Defense equipment Download PDF

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Publication number
JP3777536B2
JP3777536B2 JP2000064014A JP2000064014A JP3777536B2 JP 3777536 B2 JP3777536 B2 JP 3777536B2 JP 2000064014 A JP2000064014 A JP 2000064014A JP 2000064014 A JP2000064014 A JP 2000064014A JP 3777536 B2 JP3777536 B2 JP 3777536B2
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Japan
Prior art keywords
fender
main
simulated
revetment structure
ship
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JP2000064014A
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JP2001254340A (en
Inventor
誠 木村
啓 長沢
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Shimizu Corp
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Shimizu Corp
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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
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

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Description

【0001】
【発明の属する技術分野】
本発明は、船舶が接触ないし衝突した際の衝撃を緩衝するべく護岸構造物に設けられる防舷設備、特にテーマパークの遊戯施設等として設けられる大規模な模擬水路に適用して好適な防舷設備に関する。
【0002】
【従来の技術】
周知のように、船舶を接岸させるための護岸構造物、あるいは船舶が接触ないし衝突する懸念のある護岸構造物には、船舶衝突時の衝撃を緩衝するための防舷材を設けることが不可欠である。防舷材としては衝撃エネルギー吸収効果を有するゴム製のものが一般的であって、通常はそれを護岸構造物に対し直接的に取り付けているが、対象とする船舶が大型である場合には防舷材も大型のものが多数必要であり、当然にそれら防舷材を取り付ける護岸構造物自体も衝撃力に耐え得る強度が必要とされる。
【0003】
【発明が解決しようとする課題】
ところで、大規模なテーマパーク等においては、大規模な模擬水路に実際の船舶と実質的に同様の模擬船舶を航行させるような遊戯施設が設けられることがあり、そのような模擬水路においても要所に防舷材を設ける必要が生じる場合がある。しかし、たとえばジャングル内の河川を模した模擬水路に通常のゴム製の防舷材をそのまま設けることは全くそぐわないし、そのような防舷材を敢えて取り付けたとしても、それが取り付けられる護岸構造物自体が模擬的なものであって十分な強度を有していない場合が多く、したがって防舷材としての機能を十分に果たせるものとはなり得ない場合がある。
【0004】
本発明は、十分な防舷効果が得られることはもとより、特に上記のような遊戯施設に支障なく適用することが可能であってそのような場合に適用して最適な防舷設備を提供することを目的とする。
【0005】
【課題を解決するための手段】
請求項1の発明は、船舶が接触した際の衝撃を緩衝するべく護岸構造物に設けられた防舷設備であって、護岸構造物に取り付けられた主防舷材と、船舶が直接的に接触し得るように前記主防舷材の前方位置に設置された副防舷材と、それら主防舷材と副防舷材との間に介装されて副防舷材に船舶が接触した際の衝撃力を該副防舷材から前記主防舷材に伝達せしめるフレームとにより構成されてなり、前記フレームは、水平トラスと、該水平トラスを支持するべく水底から立設された支柱とにより構成され、前記水平トラスは、前記主防舷材に取り付けられた主材と、基端部がそれぞれ前記主材に連結されかつ先端部どうしが相互に連結された少なくとも1対2本のラチス材からなり、該ラチス材の先端部に前記副防舷材を取り付けてなるものである。
【0007】
請求項2の発明は、請求項1の発明の防舷設備であって、前記支柱は前記主防舷材側に起倒可能な状態でその下端部が水底にピン接合されているものである。
【0008】
請求項3の発明は、請求項1または2の発明の防舷設備であって、前記護岸構造物の前部に模擬護岸構造物を設けて、該模擬護岸構造物の裏側に前記護岸構造物、前記主防舷材、前記フレームを隠蔽せしめて、前記副防舷材のみを模擬護岸構造物の前部に露出せしめてなるものである。
【0009】
【発明の実施の形態】
以下、本発明の防舷設備を、テーマパークに遊戯施設として設けられる大規模な模擬水路に適用した場合の実施形態を説明する。図1はその模擬水路1の一部を示す平面図であって、符号2は本来の護岸構造物としてのコンクリート造の壁体、3はその前面側に設けられて護岸構造物2をその裏側に隠蔽している模擬護岸構造物である。模擬護岸構造物3はたとえば樹脂成形板によって自然の岩を模した状態に形成されたものである。
【0010】
この模擬水路1には実際の船舶と実質的に同様の模擬船舶4が航行するものであり、その模擬船舶4が模擬護岸構造物3および本来の護岸構造物2に接触ないし衝突する懸念があるので、護岸構造物2には模擬船舶4が接触した際の衝撃を緩衝するべく、本実施形態の防舷設備5が多数備えられている。
【0011】
本実施形態の防舷設備5は、図2に示すように、護岸構造物2に取り付けられた主防舷材6と、その主防舷材6の前方に位置して模擬船舶4が直接的に接触し得るように設置された副防舷材7と、それら主防舷材6と副防舷材7とを連結して副防舷材7に模擬船舶4が接触した際の衝撃力を副防舷材7から主防舷材6に伝達せしめるフレーム8とにより構成されている。
【0012】
主防舷材6は護岸構造物2の表面あるいはフレーム8に対して水平に固定されたゴム製の中空棒体であって、これ自体が従来一般の防舷材として使用されている汎用のものであり、たとえば断面寸法が250mm×250mm程度、長さが1.2〜1.4m程度のものである。
【0013】
フレーム8は、平面視三角形状の水平トラス9と、それを支持する3本の支柱10とにより構成されている。水平トラス9は、主防舷材6の前面側に固定されたH形鋼からなる主材11と、基端部がそれぞれ主材11の両端部に連結されて前方に延び先端部どうしが相互に連結された1対2本の鋼管からなるラチス材12からなる。支柱10は鋼管からなるもので、水底面を構成しているコンクリート造の底盤13上に基礎ブロック14を介して立設され、水平トラス9の各頂点の位置つまり主材11の両端部と2本のラチス材12の連結部をそれぞれ支持している。符号15は必要に応じて支柱10間に設けられるブレースである。なお、水平トラス9や支柱10の素材としては、耐腐食性を考慮してステンレス材や溶融亜鉛メッキ鋼材等を採用することが好ましいが、メンテナンスが可能であれば木製とすることもできる。
【0014】
副防舷材7は、模擬船舶4が接触し衝突することを想定してはいるがそれ自体では防舷機能を有していないダミーであって、水平トラス9の先端部を支持している支柱10に沿って縦に配置され、その上端部が2本のラチス材12の先端部に固定され、下端部がその支柱10の下部に連結されている。この副防舷材7は模擬水路1に違和感なくとけ込むような意匠のもので、たとえば水底に打ち込まれて水面上に突出している丸太材を模した擬木が好適に採用可能である。なお、この副防舷材7の表面には模擬船舶4が接触した際にそれを傷付けてしまうことのない程度の緩衝効果が得られるような処理を施しておくことが好ましく、また模擬船舶4が接触した際に容易に損傷を受けてしまうことのない程度の強度を有するものとしておく必要があり、可能であれば天然の丸太材をそのまま使用しても勿論良い。
【0015】
そして、図1に示すように、本実施形態の防舷設備5は、副防舷材7のみを模擬護岸構造物3の前方に露出させ、他の各部材すなわち水平トラス9および支柱10からなるフレーム8の全体と主防舷材6を、本来の護岸構造物2とともに模擬護岸構造物3の裏側に全て隠蔽した状態で護岸構造物2に沿って配列されている。したがって、この防舷設備5は、模擬水路1を航行する模擬船舶4からはあたかも自然の岩の前に丸太材が列をなして立てられているかのように見え、この模擬水路1全体の景観の中に違和感なく溶け込むものとなっている。
【0016】
以上のように、本実施形態の防舷設備5は模擬水路1等の遊戯施設に違和感なく設置可能であることはもとより、模擬船舶4が副防舷材7に接触あるいは衝突した場合にはその衝撃力が水平トラス9を介して主防舷材6に伝達され、その主防舷材6により支障なく防舷効果が得られる。しかも、その際には衝撃力は副防舷材7から1対2本のラチス材12により分散されて主材11に伝達され、その主材11から主防舷材6の全長にわたって伝達されるので、主防舷材6の全長が緩衝に寄与し、衝撃が衝突点のただ1点に集中する従来一般の防舷材の場合よりも寧ろ防舷効果が高められる効果がある。勿論、主防舷材6を模擬護岸構造物3にではなくその裏側に隠蔽されている本来の護岸構造物2であるコンクリート造の躯体に直接取り付けているので、模擬船舶4が衝突した際の衝撃力は本来の護岸構造物2で確実に受けることができるし、模擬護岸構造物3には模擬船舶4が接触する懸念がないから防舷に対する強度は全く不要であり、そのため模擬護岸構造物3は単なるダミーで十分である。
【0017】
図3は他の実施形態である防舷設備20を示す。これは、水平トラス9の先端部を支持する前部側の1本の支柱10をそのまま副防舷材7として兼用した点、主材11を支持する後部側の2本の支柱10として三方枠状の簡易な建枠材を用いた点、各支柱10を底盤13に対してピン21によりピン接合することにより護岸構造物2側に起倒自在とした点で、上記実施形態のものと相異しており、全体として構成が簡略化されているが同等の効果が得られるものである。特に、支柱10の下端部をピン接合したことから、模擬船舶4が支柱10を兼ねる副防舷材7に接触ないし衝突した際には各支柱10は自ずと主防舷材6側に倒れ込むように回動して水平トラス9を変位させ、これにより、各支柱10に無理な曲げ力やモーメントがかかることなく衝撃力を主防舷材に確実かつ支障なく伝達することができる効果がある。
【0018】
以上で本発明の実施形態を説明したが、本発明は上記実施形態に限定されるもものではなく、設置場所や用途に応じて、以下に列挙するような適宜の設計的変更が可能である。
【0019】
上記実施形態では衝撃力を伝達するためのフレーム8として水平トラス9を採用したが、副防舷材7から主防舷材6に対して衝撃力を確実に伝達し得るものとする限りにおいてフレーム8としては水平トラス9に限らず任意の構成のものが採用可能である。また、水平トラス9を採用する場合においても、上記実施形態のような1対2本のラチス材12と1本の主材11からなる単なる三角形状のものに限らず、2本の弦材の間に多数のラチス材を設けた横方向に長い通常の形態のトラスを採用することも考えられる。勿論、上記実施形態の防舷設備5,20を横方向に多数連結して横方向に長い防舷設備とすることでも良いし、図1に示しているように複数の防舷設備5の副防舷材7間にたとえば同様に丸太材を模した擬木や天然の丸太材等からなる横材16を渡しておいてそれに模擬船舶4が接触し得るようにしても良い。
【0020】
上記実施形態では水平トラス9を支柱10により支持するようにしたが、主防舷材6からフレーム8を片持ち状態で支持できかつ衝撃力の伝達に支障がなければ支柱10は省略することも可能であるし、フレーム8全体を水面下に水没状態で設けることも可能である。
【0021】
上記実施形態は遊戯施設における模擬水路1に適用した場合の例であるので、副防舷材7以外は模擬護岸構造物3により隠蔽するものとしたが、模擬護岸構造物3の形態や構造、素材は任意であるし、隠蔽の必要がなければ模擬護岸構造物3を省略しても勿論良い。
【0022】
さらに、本発明は通常のように防舷材を露出状態で設けることが好ましくない場合、特に上記実施形態のように模擬船舶4が航行する遊戯施設における模擬水路1に適用することが現実的かつ最適ではあるが、それに限るものでもなく、実際の船を対象として実際の水路や港湾に設置することを妨げるものではない。
【0023】
【発明の効果】
請求項1の発明の防舷設備は、護岸構造物に取り付けられた主防舷材と、船舶が直接的に接触し得るように主防舷材の前方位置に設置された副防舷材と、それら主防舷材と副防舷材との間に介装されて副防舷材に船舶が接触した際の衝撃力を主防舷材に伝達せしめるフレームとにより構成されてなるものであるから、副防舷材に船舶が接触あるいは衝突した際には主防舷材により支障なく防舷効果が得られることはもとより、副防舷材を残して他を隠蔽した状態で設置することが可能であり、したがって模擬船舶が航行する模擬水路等の遊戯施設に違和感なく設置することが可能である。
【0024】
特に、請求項1の発明の防舷設備は、フレームとして主材と1対2本のラチス材からなる水平トラスを採用したので、船舶が副防舷材に接触ないし衝突した際の衝撃力は副防舷材からラチス材によって分散されて主材に伝達され、その主材から主防舷材の全長にわたって伝達され、したがって主防舷材の全長が緩衝に寄与して優れた防舷効果が得られる。
【0025】
請求項2の発明の防舷設備は、フレームを支持する支柱を主防舷材側に起倒可能な状態で設けたので、船舶が副防舷材に接触ないし衝突した際には各支柱は自ずと主防舷材側に倒れ込むように回動し、したがって各支柱に無理な曲げ力やモーメントがかかることなく衝撃力を主防舷材に確実かつ支障なく伝達することができる。
【0026】
請求項3の発明の防舷設備は、護岸構造物の前部に設けた模擬護岸構造物の裏側に護岸構造物、主防舷材、フレームを隠蔽せしめて、副防舷材のみを模擬護岸構造物の前部に露出せしめたので、遊戯施設等に違和感なく設置でき、かつ船舶衝突時の衝撃力を本来の護岸構造物で確実に受けることができることはもとより、模擬護岸構造物には船舶が接触する懸念がないのでそれには防舷に対する強度が全く不要であって単なるダミーとすることで十分であり、以上のことからテーマパークの遊戯施設等に適用して最適である。
【図面の簡単な説明】
【図1】 本発明の実施形態である防舷設備を設けた模擬水路を示す平面図である。
【図2】 同、防舷設備の構成例を示す斜視図である。
【図3】 同、防舷設備の他の構成例を示す図である。
【符号の説明】
2 護岸構造物
3 模擬護岸構造物
4 模擬船舶(船舶)
5 防舷設備
6 主防舷材
7 副防舷材
8 フレーム
9 水平トラス
10 支柱
11 主材
12 ラチス材
20 防舷設備
[0001]
BACKGROUND OF THE INVENTION
INDUSTRIAL APPLICABILITY The present invention is suitable for application to a large-scale simulated waterway provided as a protection facility provided in a revetment structure, particularly a playground facility in a theme park, in order to buffer an impact when a ship contacts or collides. Regarding equipment.
[0002]
[Prior art]
As is well known, it is indispensable to install a fender for buffering shocks when a ship collides with a revetment structure for bringing a ship into contact with the berth, or a revetment structure with which there is a risk of contact or collision with the ship. is there. The fender is generally made of rubber having an impact energy absorbing effect, and is usually attached directly to the revetment structure, but if the target ship is large A large number of fenders are required, and naturally the revetment structure to which the fenders are attached is required to have a strength that can withstand the impact force.
[0003]
[Problems to be solved by the invention]
By the way, in a large-scale theme park or the like, there may be a play facility that allows a large-scale simulated waterway to navigate a simulated ship that is substantially similar to an actual ship. It may be necessary to provide fenders at the place. However, for example, it is not appropriate to provide ordinary rubber fenders as they are in simulated waterways simulating rivers in the jungle, and even if such fenders are installed on purpose, the revetment structure to which it is attached In many cases, the device itself is a simulated one and does not have sufficient strength, and therefore cannot function as a fender.
[0004]
The present invention provides an optimal fender that can be applied to the above-mentioned amusement facilities without any trouble, as well as providing a sufficient fender effect. For the purpose.
[0005]
[Means for Solving the Problems]
The invention according to claim 1 is a fender for the revetment structure to cushion the impact when the ship comes into contact with the main fender and the ship directly attached to the revetment structure. The auxiliary fenders installed at the front position of the main fender so as to be in contact with each other, and the ship is in contact with the auxiliary fenders interposed between the main fenders and the auxiliary fenders. And a frame that transmits the impact force from the auxiliary fender to the main fender, the frame comprising a horizontal truss and a column that is erected from the bottom of the water to support the horizontal truss The horizontal truss includes a main material attached to the main fender, and at least one to two lattices in which a base end portion is connected to the main material and tip portions are connected to each other. Made of a material, with the auxiliary fender attached to the tip of the lattice material A.
[0007]
The invention of claim 2 is the fender according to the invention of claim 1 , wherein the support column is capable of raising and lowering to the main fender material side and its lower end is pin-joined to the water bottom. .
[0008]
The invention of claim 3 is the fender according to claim 1 or 2 , wherein a simulated revetment structure is provided at the front of the revetment structure, and the revetment structure is provided behind the simulated revetment structure. The main fender and the frame are concealed, and only the sub fender is exposed at the front of the simulated revetment structure.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment when the fender according to the present invention is applied to a large-scale simulated waterway provided as a play facility in a theme park will be described. FIG. 1 is a plan view showing a part of the simulated water channel 1, wherein reference numeral 2 is a concrete wall body as an original revetment structure, 3 is provided on the front side thereof, and the revetment structure 2 is disposed on the back side. This is a simulated revetment structure concealed in The simulated revetment structure 3 is formed, for example, in a state imitating a natural rock by a resin molded plate.
[0010]
A simulated ship 4 that is substantially the same as an actual ship sails in the simulated waterway 1, and there is a concern that the simulated ship 4 may come into contact with or collide with the simulated revetment structure 3 and the original revetment structure 2. Therefore, the revetment structure 2 is provided with a large number of fenders 5 according to this embodiment in order to buffer the impact when the simulated ship 4 comes into contact.
[0011]
As shown in FIG. 2, the fender 5 according to the present embodiment includes a main fender 6 attached to the revetment structure 2, and a simulated ship 4 directly in front of the main fender 6. The auxiliary fenders 7 installed so as to be in contact with the main fenders, the main fenders 6 and the auxiliary fenders 7 are connected, and the impact force when the simulated ship 4 comes into contact with the auxiliary fenders 7 is measured. It is comprised with the flame | frame 8 which is transmitted from the auxiliary fender 7 to the main fender 6.
[0012]
The main fender 6 is a rubber hollow rod fixed horizontally to the surface of the revetment structure 2 or the frame 8 and is a general-purpose one used as a conventional fender. For example, the cross-sectional dimension is about 250 mm × 250 mm and the length is about 1.2 to 1.4 m.
[0013]
The frame 8 includes a horizontal truss 9 having a triangular shape in plan view and three support columns 10 that support the truss. The horizontal truss 9 includes a main material 11 made of H-shaped steel fixed to the front side of the main fender 6 and a base end portion connected to both end portions of the main material 11 and extending forward to each other. It consists of the lattice material 12 which consists of one to two steel pipes connected to each other. The support column 10 is made of a steel pipe, and is erected on a concrete bottom board 13 constituting a water bottom surface via a foundation block 14, and the position of each vertex of the horizontal truss 9, that is, both ends of the main material 11 Each of the connecting portions of the lattice material 12 is supported. Reference numeral 15 denotes a brace provided between the supports 10 as necessary. In addition, as a material of the horizontal truss 9 and the support | pillar 10, it is preferable to employ | adopt a stainless steel material, a hot-dip galvanized steel material, etc. in consideration of corrosion resistance, However, If maintenance is possible, it can also be made into a wooden.
[0014]
The auxiliary fender 7 is a dummy that is supposed to contact and collide with the simulated ship 4 but does not have a fender function by itself, and supports the tip of the horizontal truss 9. It is arranged vertically along the column 10, its upper end is fixed to the tip of the two lattice members 12, and its lower end is connected to the lower part of the column 10. The auxiliary fender 7 has a design that fits into the simulated water channel 1 without a sense of incongruity. For example, a pseudo-tree simulating a log that is driven into the bottom of the water and protrudes onto the water surface can be suitably used. In addition, it is preferable that the surface of the auxiliary fender 7 is subjected to a treatment so as to obtain a buffering effect that does not damage the simulated ship 4 when it comes into contact. It is necessary to have a strength that does not easily cause damage when they come into contact with each other. Natural log material may be used as it is if possible.
[0015]
As shown in FIG. 1, the fender 5 according to the present embodiment has only the sub-fender 7 exposed to the front of the simulated revetment structure 3, and is composed of other members, that is, a horizontal truss 9 and a column 10. The entire frame 8 and the main fender 6 are arranged along the revetment structure 2 in a state of being concealed together with the original revetment structure 2 on the back side of the simulated revetment structure 3. Therefore, the fender 5 appears as if logs are standing in a row in front of the natural rocks from the simulated ship 4 navigating the simulated waterway 1. It blends in with no sense of incongruity.
[0016]
As described above, the fender 5 of the present embodiment can be installed in a play facility such as the simulated waterway 1 without a sense of incongruity, and when the simulated vessel 4 contacts or collides with the auxiliary fender 7 The impact force is transmitted to the main fender 6 through the horizontal truss 9, and the main fender 6 can provide a fender effect without any trouble. Moreover, in this case, the impact force is dispersed from the auxiliary fender 7 by the one-to-two lattice material 12 and transmitted to the main material 11, and is transmitted from the main material 11 over the entire length of the main fender 6. Therefore, the total length of the main fender 6 contributes to buffering, and the fender effect is enhanced rather than the case of the conventional general fender that concentrates the impact at only one point of collision. Of course, the main fender 6 is directly attached not to the simulated revetment structure 3 but to the concrete frame that is the original revetment structure 2 concealed behind it, so when the simulated ship 4 collides The impact force can be reliably received by the original revetment structure 2, and the simulated revetment structure 3 has no fear of contact with the simulated ship 4, so that it does not require any strength against the protection, so the simulated revetment structure 3 is simply a dummy.
[0017]
FIG. 3 shows a fender 20 according to another embodiment. This is because one front column 10 supporting the front end of the horizontal truss 9 is also used as the auxiliary fender 7 as it is, and the two columns 10 on the rear side supporting the main member 11 are three-way frames. In contrast to the above-described embodiment, it is possible to use a simple building frame material in the form of a frame and to be able to be tilted to the revetment structure 2 side by pin-bonding each support column 10 to the bottom plate 13 with a pin 21. Although the structure is simplified as a whole, the same effect can be obtained. In particular, since the lower end portion of the column 10 is pin-joined, when the simulated ship 4 comes into contact with or collides with the auxiliary fender 7 that also serves as the column 10, each column 10 naturally falls to the main fender 6 side. By rotating and displacing the horizontal truss 9, there is an effect that the impact force can be transmitted to the main fender without fail and without any unreasonable bending force or moment being applied to each column 10.
[0018]
Although the embodiments of the present invention have been described above, the present invention is not limited to the above-described embodiments, and appropriate design changes as listed below are possible depending on the installation location and application. .
[0019]
In the above embodiment, the horizontal truss 9 is adopted as the frame 8 for transmitting the impact force. However, as long as the impact force can be reliably transmitted from the auxiliary fender 7 to the main fender 6, the frame is used. 8 is not limited to the horizontal truss 9, and any configuration can be adopted. Further, even when the horizontal truss 9 is adopted, it is not limited to a simple triangular shape composed of one to two lattice materials 12 and one main material 11 as in the above embodiment, It is conceivable to adopt a truss having a normal shape that is long in the lateral direction with a large number of lattice materials in between. Of course, it is possible to connect a large number of the fenders 5 and 20 of the above embodiment in the horizontal direction to make the fenders long in the horizontal direction, or, as shown in FIG. For example, a cross member 16 that is similar to a log material or a natural log material may be passed between the fenders 7 so that the simulated ship 4 can come into contact therewith.
[0020]
In the above embodiment, the horizontal truss 9 is supported by the support column 10. However, the support column 10 may be omitted if the frame 8 can be supported in a cantilever state from the main fender 6 and there is no problem in transmitting the impact force. It is possible to provide the entire frame 8 under the water surface in a submerged state.
[0021]
Since the said embodiment is an example at the time of applying to the simulated waterway 1 in an amusement facility, it assumed that it was concealed by the simulated revetment structure 3 except the auxiliary fender 7, but the form and structure of the simulated revetment structure 3, The material is arbitrary, and of course the simulated revetment structure 3 may be omitted if there is no need for concealment.
[0022]
Furthermore, when it is not preferable to provide the fender in an exposed state as usual, the present invention is practically applicable to the simulated waterway 1 in a play facility where the simulated ship 4 navigates as in the above embodiment. Although it is optimal, it is not limited to that, and it does not prevent installation of actual ships in actual waterways and ports.
[0023]
【The invention's effect】
The fender according to the first aspect of the present invention includes a main fender attached to the revetment structure, and a sub fender installed at a position in front of the main fender so that the ship can be in direct contact with the fender. And a frame that is interposed between the main fenders and the sub-fenders and transmits the impact force when the ship contacts the sub-fenders to the main fenders. Therefore, when a ship touches or collides with the auxiliary fenders, the main fenders can provide a fouling effect without hindrance, and the auxiliary fenders can be installed with the other fenders concealed. Therefore, it can be installed in a play facility such as a simulated waterway where a simulated ship navigates without a sense of incongruity.
[0024]
In particular, since the fender according to the first aspect of the present invention employs a horizontal truss made of a main material and one-to-two lattice material as a frame, the impact force when the ship contacts or collides with the sub-fender is Dispersed from the auxiliary fender by the lattice material and transmitted to the main material, and transmitted from the main material over the entire length of the main fender, so that the total length of the main fender contributes to buffering and has an excellent fender effect. can get.
[0025]
In the fender according to the second aspect of the present invention, the support for supporting the frame is provided in a state that can be raised and lowered on the main fender, so that when the ship contacts or collides with the auxiliary fender, Therefore, it is possible to transmit the impact force to the main fender without failing without any excessive bending force or moment being applied to each column.
[0026]
The fender according to the invention of claim 3 is a simulated revetment in which the revetment structure, the main fender material, and the frame are concealed behind the simulated revetment structure provided at the front of the revetment structure, and only the auxiliary fender material is hidden. Since it is exposed at the front of the structure, it can be installed in amusement facilities without a sense of incongruity, and the impact force at the time of ship collision can be reliably received by the original revetment structure. Since there is no concern about contact with the armor, it is not necessary at all to have strength against fenders, and it is sufficient to use a dummy, and from the above, it is optimal to be applied to a playground in a theme park.
[Brief description of the drawings]
FIG. 1 is a plan view showing a simulated water channel provided with fenders according to an embodiment of the present invention.
FIG. 2 is a perspective view showing a configuration example of the fender.
FIG. 3 is a diagram showing another configuration example of the fender.
[Explanation of symbols]
2 Seawall Structure 3 Simulated Seawall Structure 4 Simulated Ship (Ship)
5 Protection equipment 6 Main protection material 7 Sub-protection material 8 Frame 9 Horizontal truss 10 Strut 11 Main material 12 Lattice material 20 Protection equipment

Claims (3)

船舶が接触した際の衝撃を緩衝するべく護岸構造物に設けられた防舷設備であって、護岸構造物に取り付けられた主防舷材と、船舶が直接的に接触し得るように前記主防舷材の前方位置に設置された副防舷材と、それら主防舷材と副防舷材との間に介装されて副防舷材に船舶が接触した際の衝撃力を該副防舷材から前記主防舷材に伝達せしめるフレームとにより構成されてなり、
前記フレームは、水平トラスと、該水平トラスを支持するべく水底から立設された支柱とにより構成され、前記水平トラスは、前記主防舷材に取り付けられた主材と、基端部がそれぞれ前記主材に連結されかつ先端部どうしが相互に連結された少なくとも1対2本のラチス材からなり、該ラチス材の先端部に前記副防舷材を取り付けてなることを特徴とする防舷設備。
A protection facility provided in the revetment structure to cushion the impact when the ship comes into contact with the main protection material attached to the revetment structure so that the ship can come into direct contact with the main protection device. The auxiliary fenders installed in front of the fenders and the impact force when the ship comes into contact with the subfenders interposed between the main fenders and the subfenders. A frame that is transmitted from the fender to the main fender ,
The frame is composed of a horizontal truss and a column that is erected from the bottom of the water to support the horizontal truss, and the horizontal truss has a main material attached to the main fender and a base end portion, respectively. A fender having at least one-to-two lattice materials connected to the main material and having tips connected to each other, and the auxiliary fender is attached to the tip of the lattice material. Facility.
請求項1記載の防舷設備であって、前記支柱は前記主防舷材側に起倒可能な状態でその下端部が水底にピン接合されていることを特徴とする防舷設備。The fender according to claim 1 , wherein the lower end of the support column is pin-bonded to the bottom of the water in a state that the support can be tilted to the main fender side. 請求項1または2記載の防舷設備であって、前記護岸構造物の前部に模擬護岸構造物を設けて、該模擬護岸構造物の裏側に前記護岸構造物、前記主防舷材、前記フレームを隠蔽せしめて、前記副防舷材のみを模擬護岸構造物の前部に露出せしめてなることを特徴とする防舷設備。The fender according to claim 1 or 2 , wherein a simulated revetment structure is provided at a front portion of the revetment structure, and the revetment structure, the main fender, A fender for protection, wherein the frame is concealed and only the auxiliary fender is exposed at the front of the simulated revetment structure.
JP2000064014A 2000-03-08 2000-03-08 Defense equipment Expired - Fee Related JP3777536B2 (en)

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KR101263518B1 (en) 2006-10-10 2013-05-13 현대중공업 주식회사 an Impact-absorbing Support Structure for Ship-collision Protectors of Offshore Floating Structures
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