JPH0565399B2 - - Google Patents

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Publication number
JPH0565399B2
JPH0565399B2 JP62298058A JP29805887A JPH0565399B2 JP H0565399 B2 JPH0565399 B2 JP H0565399B2 JP 62298058 A JP62298058 A JP 62298058A JP 29805887 A JP29805887 A JP 29805887A JP H0565399 B2 JPH0565399 B2 JP H0565399B2
Authority
JP
Japan
Prior art keywords
floating body
floating
ship
pontoon
culvert
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP62298058A
Other languages
Japanese (ja)
Other versions
JPS6452589A (en
Inventor
Nobutaka Miura
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP29805887A priority Critical patent/JPS6452589A/en
Publication of JPS6452589A publication Critical patent/JPS6452589A/en
Publication of JPH0565399B2 publication Critical patent/JPH0565399B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、小型漁船やボート等の小型船舶を港
湾や川、船留まり等に浮上状態で保管するための
浮舟渠に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a floating dock for storing small vessels such as small fishing boats and boats in a floating state in a harbor, a river, a mooring, or the like.

〔従来の技術〕[Conventional technology]

従来より、小型船舶の海上における貝藻類付着
の防染対策として、定期的に海岸のスロープ、造
船所などしかるべき施設等に揚陸してこれらをか
き落とし、防汚塗料を塗装したり非使用時にはマ
リーナ等陸上に引き揚げて保管したりしていた。
Traditionally, as an anti-contamination measure against shellfish adhering to small vessels at sea, they have been periodically disembarked at coastal slopes, shipyards, and other appropriate facilities to scrape off the debris, and then painted with antifouling paint or moved to marinas when not in use. They were taken to land and stored.

また最近では古くからあつた船舶用浮ドツクの
構造を母体としたボート等小型船舶用の水上での
保管台等が使用されている。
Recently, floating storage platforms for small vessels such as boats have been used, which are based on the structure of the ancient floating docks for ships.

これらは、例えば第10図のように、断面が丸
形かほぼ四角形の浮体11を二本用いた構造とな
つている。これらの浮体11を、鋼材や木材等の
連結材12で平行につなぎ、その上に船Sを載荷
する。
For example, as shown in FIG. 10, these have a structure using two floating bodies 11 each having a round or substantially square cross section. These floating bodies 11 are connected in parallel with connecting members 12 such as steel or wood, and the ship S is loaded thereon.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら、これらの保管台は、浮体11内
が単一の空胴となつているため、上下架に際し、
前後に著しく傾斜を来して甚だ不安定であつた。
However, since these storage stands have a single cavity inside the floating body 11, it is difficult to stack them up and down.
It was extremely unstable with a marked incline from front to back.

また浮体11上の連結材12上に船を載せるた
めに保管台に対して船Sの重心位置が高くなり、
同じく上下架に際し前後はもとより左右も不安定
になりやすかつた。その対策として、保管台の全
幅に比較してかなり広い幅を持つことが必要とな
る。
In addition, in order to place the ship on the connecting member 12 on the floating body 11, the center of gravity of the ship S becomes higher with respect to the storage platform.
Similarly, when installing the upper and lower racks, it was easy to become unstable not only front and rear, but also left and right. As a countermeasure for this, it is necessary to have a width that is considerably wider than the total width of the storage stand.

そのため、一隻当たりの水面使用面積が極端に
大となつて、一般的に狭い河川、船留まり等にお
いての使用が制限され、水面環境上好ましくない
状況であつた。
As a result, the water surface area used by each boat became extremely large, and its use in generally narrow rivers, boat docks, etc. was restricted, which was an unfavorable situation in terms of the water surface environment.

本発明はこのような種々の問題点を解消する新
しい浮舟渠として創案されたものであり、種々の
傾斜現象に対する安全対策及び水面環境を考慮に
入れた製品寸法の選択性、融通性を重視し、使用
に当たつてあらゆる角度に傾斜しない、また外形
を広くも狭くも設計可能で、且つ浮舟渠上に載荷
する小型船舶の安全度をさらに向上させることを
目的とするものである。
The present invention was created as a new pontoon culvert that solves these various problems, and emphasizes safety measures against various tilting phenomena and selectivity and flexibility in product dimensions that take into consideration the water surface environment. The purpose of the present invention is to prevent the vessel from tilting at any angle during use, to allow the exterior to be designed to be wide or narrow, and to further improve the safety of small vessels loaded on pontoons.

〔問題点を解決するための手段〕[Means for solving problems]

本発明の浮舟渠の構造は、その目的を達成する
ため、左右一対の浮体と該浮体を相互に連結する
複数の横梁とからなる浮舟渠において、前記浮体
の上面を船底下面に対応して傾斜させると共に、
前記浮体を、内側から外側に向かつて高さが大と
なる断面形状としたことを特徴とする。
In order to achieve the object, the structure of the pontoon culvert of the present invention is such that the pontoon culvert is composed of a pair of left and right floating bodies and a plurality of cross beams interconnecting the floating bodies, and the upper surface of the floating body is inclined in correspondence with the lower surface of the bottom of the ship. Along with letting
The floating body is characterized in that it has a cross-sectional shape that increases in height from the inside to the outside.

浮体長手方向両端部の天井部には、前記浮体内
部の断面積を浮体端部側に向かつて小とする水中
での空気残留防止兼自重軽減用の浮力部を設ける
ことにより、下架時において多少の傾斜状態でも
残留空気による降下停止を招くことなく円滑に下
架することができるようにすることができる。併
せて、水中での浮舟渠の自重を軽減させるほか、
後述する多くの利点を有する。
A buoyancy section is installed on the ceiling at both longitudinal ends of the floating body to reduce the cross-sectional area of the interior of the floating body toward the ends of the floating body to prevent air from remaining underwater and to reduce its own weight. Even in a slightly inclined state, the structure can be smoothly lowered without stopping the descent due to residual air. At the same time, in addition to reducing the weight of the pontoon in the water,
It has many advantages as described below.

また、浮体内長手方向中央部で複数に区画し、
それぞれの区画内に通気、通水による浮沈手段を
備えることにより、上下架時の姿勢を水平に保つ
て使用上の安全をさらに向上させることができ
る。
In addition, the floating body is divided into multiple sections at the center in the longitudinal direction,
By providing floating and sinking means for ventilation and water flow in each compartment, it is possible to maintain the horizontal posture during vertical suspension, further improving safety in use.

〔作用〕[Effect]

浮舟渠使用時の左右安定度についての実験結果
によれば、長手方向に複数区画を持つ浮体を二本
並列させた浮舟渠の場合、浮体横断面が第10図
のように大体において角形、丸形等の浮体上部に
船底を受けるように構成して船をセツトし、上下
架させたとき、長手方向は複数区画構造とするた
め安定しやすいが、船の重心が浮体に対し高い位
置にあるので、両浮体の間隔を可能な範囲で広く
しなければ左右の安定度が著しく悪い。少なくと
も第10図のように舷側よりなるべく浮体が外側
にないと充分な左右の安定度を得ることができな
い。
According to experimental results regarding the lateral stability when using a pontoon culvert, in the case of a pontoon culvert with two parallel floating bodies each having multiple compartments in the longitudinal direction, the cross section of the floating body is generally square or round as shown in Figure 10. When a ship is set so that the bottom of the ship is supported on the upper part of a floating body, such as a floating body, and is suspended vertically, it is easy to stabilize because it has a structure with multiple compartments in the longitudinal direction, but the center of gravity of the ship is located at a high position relative to the floating body. Therefore, unless the distance between the two floating bodies is widened as much as possible, the lateral stability will be extremely poor. At least as shown in FIG. 10, sufficient lateral stability cannot be obtained unless the floating body is located as far outward as possible from the side.

したがつて、この形態を採用する場合は、船幅
に対し可能な限り浮舟渠全幅を広くすることが安
全上絶対に必要である。
Therefore, when adopting this configuration, it is absolutely necessary for safety to make the overall width of the floating culvert as wide as possible relative to the width of the ship.

一方、同じく複数区画をもち、浮体断面形状が
異なる本発明の場合の実験結果によれば、浮体断
面の上面を船底下面に対応して傾斜状とした台形
状の断面をもつ浮体を第1図及び第2図のように
浮体上部より下位に船底を受けるように構成して
船をセツトし、上下架させた場合、長手方向はも
とより、左右の傾斜現象が起こらずきわめて高い
安定度が得られることが判明した。また、第10
図における浮舟渠全幅を第2図の浮舟渠全幅と同
等になるように狭くしても、左右の傾斜が大でき
わめて安定が悪く、実施不可能であることも併せ
て判明した。
On the other hand, according to the experimental results in the case of the present invention, which similarly has multiple compartments and has a different floating body cross-sectional shape, a floating body with a trapezoidal cross-section with the upper surface of the floating body cross-section slanted corresponding to the lower surface of the bottom of the ship is shown in FIG. If the ship is set up so that the bottom of the ship is received below the top of the floating body as shown in Figure 2, and the ship is suspended vertically, extremely high stability can be obtained as no heeling occurs not only in the longitudinal direction but also in the left and right directions. It has been found. Also, the 10th
It was also found that even if the overall width of the pontoon culvert in the diagram was made narrower to be equal to the full width of the pontoon culvert in Figure 2, it would be impossible to implement because the lateral slope would be large and the stability would be extremely poor.

以上のように、本発明の場合、浮体断面が船底
形状に対応した傾斜状となつているので、浮体の
内側より外側に向かうほど浮力が大となる。併せ
て、浮体上面より下位に船底を受けることが可能
となるため、浮体に対し、さらに大幅な重心低下
を可能とすることができる。そのため、上下架に
際し、左右の傾斜がきわめて少なく、ほとんど水
平状態の安定した昇降姿勢を得ることができた。
As described above, in the case of the present invention, since the floating body cross section has an inclined shape corresponding to the shape of the bottom of the ship, the buoyancy increases from the inside toward the outside of the floating body. In addition, since it becomes possible to receive the bottom of the ship below the upper surface of the floating body, it is possible to further significantly lower the center of gravity of the floating body. Therefore, when raising and lowering the rack, there was very little lateral inclination, and a stable vertical position, almost horizontal, was achieved.

本発明の浮体形状とした場合のさらに大きな特
徴は、第10図の従来のものにあつては、浮舟渠
の全幅は上架する船の全幅よりかなり広い幅を絶
対必要とするが、本発明の場合、全幅寸法のかな
り自由な選択が可能な点である。
An even more significant feature of the floating structure of the present invention is that, in the conventional structure shown in FIG. In this case, the overall width can be selected quite freely.

実験によれば、極端な場合、上架船と同一の、
ごく狭い全幅としてもなお使用可能な状態であつ
た。
Experiments have shown that in extreme cases, identical to the lifted ship,
Even with a very narrow overall width, it was still usable.

以上のような本発明の特徴から、実施に当たつ
ては使用する場所の水面環境に応じて浮舟渠全幅
を広くしたり、また場合によつては逆に上架船の
全幅をわずかに出る程度のごく狭い寸法を選定す
ることができる。
Due to the features of the present invention as described above, when implementing the present invention, the overall width of the pontoon culvert may be widened depending on the water surface environment of the place where it is used, or in some cases, conversely, the total width of the pontoon can be increased to a point that slightly exceeds the overall width of the floating boat. Very narrow dimensions can be selected.

〔実施例〕〔Example〕

以下に本発明の特徴を実施例によつて具体的に
説明する。
The features of the present invention will be specifically explained below using examples.

本発明に係る浮舟渠は、第1図、第2図乃び第
3図に示すように、左右一対の浮体1,1を船底
荷受部3を有する横梁2により相互に連結したも
のである。
As shown in FIGS. 1, 2, and 3, the pontoon culvert according to the present invention has a pair of left and right floating bodies 1, 1 connected to each other by a cross beam 2 having a bottom cargo receiving portion 3.

第2図のように、浮体1は上面1aが、船Sの
V字形の底面に対応して外側に向かつて上昇する
傾斜を持つて形成されている。また、下面1C
は、第2図に示すようにほぼ水平か又は第4図に
示すように外側に向かつて降下する傾斜を持たせ
て形成されている。すなわち、浮体1の横断面
は、ほぼ垂直な外側面1d乃び内側面1eと共に
横に倒した台形状をなしており、浮体1は内側面
1eより外側面1dが大となつている。このた
め、浮体1の容積も外側に向かつて膨大してお
り、各浮体1の浮力の中心は外側寄りに位置して
いる。このことは、両浮体1のそれぞれの浮力の
中心間の距離が、できるだけ大となるように浮体
1が形成されていることを意味する。よつて、船
Sの重心と両浮体1の浮力の中心との間に小さい
底角を有する二等辺三角形が形成され、浮舟渠と
その上に重心が低く載荷された船Sとは、きわめ
て安定性が高いことを示している。
As shown in FIG. 2, the floating body 1 is formed so that the upper surface 1a has an inclination that rises toward the outside in correspondence with the V-shaped bottom surface of the ship S. Also, the bottom surface 1C
are formed substantially horizontally, as shown in FIG. 2, or inclined outwardly and downwardly, as shown in FIG. 4. That is, the cross section of the floating body 1 has a trapezoidal shape with the substantially vertical outer surface 1d and inner surface 1e lying sideways, and the outer surface 1d of the floating body 1 is larger than the inner surface 1e. Therefore, the volume of the floating bodies 1 also increases toward the outside, and the center of buoyancy of each floating body 1 is located toward the outside. This means that the floating bodies 1 are formed such that the distance between the centers of their respective buoyancy forces is as large as possible. Therefore, an isosceles triangle with a small base angle is formed between the center of gravity of the ship S and the center of buoyancy of both floating bodies 1, and the pontoon culvert and the ship S loaded on it with a low center of gravity are extremely stable. It shows that the quality is high.

すなわち、本実施例の浮舟渠の構造では、船S
を載荷して水上に浮上させたとき、船Sの重心の
位置が低い。これは船底が浅いV字形の支持面を
持つ船底荷受部3で、浮体1,1の上面1a,1
aに近接して支持されているからである。第10
図に示すような従来の浮舟渠が、船底を連結材1
2の上に横架している関係上、船の重心位置は高
くなり、船が転覆しないようにフロート間の幅を
大きく取り幅を大きくして安全性を高めているの
と比較して、幅を小さくすることに成功した本実
施例の浮舟渠とは顕著な差異がある。
That is, in the structure of the floating culvert of this embodiment, the ship S
When the ship S is loaded and floated on the water, the center of gravity of the ship S is low. This is the bottom cargo receiving section 3 with a shallow V-shaped support surface, and the upper surfaces 1a, 1 of the floating bodies 1, 1.
This is because it is supported close to a. 10th
A conventional pontoon culvert, as shown in the figure, connects the bottom of the boat with the
Because it is suspended horizontally on top of 2, the center of gravity of the ship is higher, and the width between the floats is increased to prevent the ship from capsizing, which increases safety. There is a significant difference from the floating canal of this embodiment, which succeeded in reducing the width.

本実施例の浮舟渠では、船を低い重心位置で支
持するため、浮舟渠の幅を狭くすることが可能で
ある。即ち、載荷する船Sの船幅と同じ幅か、や
や上回る程度で、舷側より若干外側に出ているに
過ぎない。このように、本実施例においては、全
幅が従来のものに比べて大幅に短縮可能であり、
限られた水面の使用面積を必要以上に占有するこ
とがない。
In the pontoon culvert of this embodiment, the width of the pontoon culvert can be narrowed because the boat is supported at a low center of gravity. That is, the width is the same as or slightly larger than the width of the loaded ship S, and it only extends slightly outward from the gunwale. In this way, in this example, the overall width can be significantly reduced compared to the conventional one,
The limited water surface area is not occupied more than necessary.

また、本実施例においては、浮体が上面を船底
下面に対応させて形成されており、外側に向かつ
て容積が大となつている。このため、船を載荷し
ているとき、風波などにより浮体が傾き、片方が
沈下し始めても、浮体の外側の容積の大きい部分
がそれ以上沈下することを妨げ、大きな傾斜を防
止する効果を生じ、元の安定した状態に復元させ
る働きをする。従つて、全幅は狭い割には、横揺
れにきわめて強い抵抗力を有する。
Furthermore, in this embodiment, the floating body is formed so that its upper surface corresponds to the lower surface of the bottom of the ship, and its volume increases toward the outside. For this reason, even if the floating body tilts due to wind and waves when the ship is loaded and one side begins to sink, the outer volume of the floating body prevents it from sinking any further, creating the effect of preventing a large tilt. , which functions to restore the original stable state. Therefore, despite its narrow overall width, it has extremely strong resistance to rolling motion.

本発明においては、浮体1の前端乃び後端上方
に、後述する機能を有する浮力調整部4をそれぞ
れ設けている。
In the present invention, buoyancy adjustment sections 4 having functions to be described later are provided above the front end and the rear end of the floating body 1, respectively.

浮力調整部4は、第5図に示すように、浮体1
の外端部1f,1gに対してほぼ水平に設けられ
た上板5と、外端部1f,1gに向けて下向きに
傾斜して設けた下板6とを有し、外端部1f,1
gでは上板5と下板6との間に一定の厚さを有
し、他端部は薄く縦断面が鋭角を持つくさび形に
形成されている。そして内部は、発泡剤充填等に
より水密となつている。
The buoyancy adjustment unit 4, as shown in FIG.
The outer end portions 1f, 1g have an upper plate 5 provided substantially horizontally to the outer end portions 1f, 1g, and a lower plate 6 provided inclined downward toward the outer end portions 1f, 1g. 1
In g, there is a constant thickness between the upper plate 5 and the lower plate 6, and the other end is thin and formed into a wedge shape with an acute angle in vertical section. The interior is made watertight by filling with a foaming agent.

浮力調整部4は、第6図a、第6図b、第6図
cで示すように、各断面図においては底面は平担
とし、外端部1f,1gに近いほど容積が大とな
つている。外端部1f,1gに向けて下りの傾斜
を有する下板6を備えている関係から浮舟渠の上
端部に空気が滞留しにくくなつており、浮舟渠の
非水平沈下時においても浮体内の空気残留を防止
し、通水を妨げないようになつている。
As shown in FIGS. 6a, 6b, and 6c, the buoyancy adjustment section 4 has a flat bottom surface in each cross-sectional view, and the volume increases as it approaches the outer ends 1f and 1g. ing. Since the lower plate 6 has a downward slope toward the outer ends 1f and 1g, it is difficult for air to accumulate at the upper end of the pontoon culvert, and even when the pontoon culvert sinks non-horizontally, the inside of the pontoon is It prevents air from remaining and prevents water flow from being obstructed.

このように、浮体両端内の浮力調整部4は、浮
舟渠の傾斜下架時における空気残留防止壁として
作用させるものであるが、さらに浮舟渠全体の水
中における自重を軽減させるためにその容積を調
節浮力として利用するものである。
In this way, the buoyancy adjustment parts 4 in both ends of the floating body act as walls to prevent air from remaining when the pontoon culvert is lowered on an inclined plane. It is used for adjusting buoyancy.

次に、浮力調整部4の作用、効果について述べ
る。
Next, the functions and effects of the buoyancy adjustment section 4 will be described.

本発明に係る浮舟渠に対して、船を第1図のよ
うに適正にセツトした状態での下架の場合は、何
ら問題はない。しかし、取り扱いの不慣れによる
上架時の船の浮舟渠に対する不適正セツト、上架
時における積荷の過重、片寄り、上架時の乗員人
員による過重、片寄り等の原因により、思わず適
正を欠くセツトをなすことがある。これにより上
架姿勢を崩したまま、上架する場合もある。この
場合、次の下架時には傾いたそのままの状態で下
架することになる。このような場合には、この浮
力調整部4をもたない構造の第10図の場合は、
下架時、最終段階において、第9図の斜線部9,
10に残存空気が滞留し、第9図の通気孔13か
ら空気が抜けず、そのため第9図の通水孔14か
ら水が流入しないため、降下に支障をきたす。そ
のため、乗員人員の移動などの手段で局部的に重
量を第9図の斜線部9の上方に加えることによつ
て、第9図の通気孔13より斜線部9,10の空
気を抜き、傾斜角度を修復する必要が生じてく
る。その逆の姿勢の場合も全く同様である。
There is no problem with the floating culvert according to the present invention if the undercarriage is used with the boat properly set as shown in FIG. However, due to causes such as improper setting of the ship in the pontoon dock when hoisted due to inexperience with handling, overloading or shifting of cargo during hoisting, overloading or shifting of the cargo due to crew members during hoisting, etc. Sometimes. As a result, there are cases where the vehicle is hoisted up while the vehicle is in an upright position. In this case, the next time the rack is lowered, it will be lowered in the same tilted state. In such a case, in the case of the structure shown in FIG. 10 which does not have this buoyancy adjustment part 4,
At the final stage when lowering the structure, the shaded area 9 in Fig. 9,
Residual air remains in the tank 10, and the air cannot escape from the ventilation hole 13 shown in FIG. 9. Therefore, water does not flow in from the water passage hole 14 shown in FIG. 9, which interferes with the descent. Therefore, by locally applying weight above the shaded area 9 in FIG. 9 by means such as moving the crew members, the air in the shaded areas 9 and 10 is removed from the ventilation holes 13 in FIG. It becomes necessary to repair the angle. The same holds true for the opposite position.

以上の問題は、本発明の浮力調整部4を採用す
ることによつて、次のように排除することが可能
となる。
The above problems can be eliminated as follows by employing the buoyancy adjustment section 4 of the present invention.

すなわち、第5図に示すように、浮体1に浮力
調整部4を設けたことにより、浮体1上端部に多
くの空気は滞留することができない。若干空気が
残つたとしても、その大半は通気孔13に達し、
そこから排出されるが、第6図のa,b,cに示
すように浮体断面は頂部に進むにつれて容積が小
さくなつているため、残存空気は全体の降下に影
響を及ぼす程のものてはならない。なお、第5図
中14は通水孔を示す。
That is, as shown in FIG. 5, by providing the buoyancy adjustment section 4 on the floating body 1, much air cannot stay at the upper end of the floating body 1. Even if some air remains, most of it reaches the ventilation hole 13,
However, as shown in Figure 6 a, b, and c, the volume of the floating body's cross section decreases toward the top, so the remaining air is not large enough to affect the overall descent. It won't happen. In addition, 14 in FIG. 5 indicates a water passage hole.

また、第9図中央部の斜線部分10にも若干空
気滞留があるが、これは前部の空気が抜けると前
部は若干沈下するので、他方へ移動し、通気孔1
3から抜ける。この場合、さらに反対方向の浮力
調整部4とフロート突起部1bの浮力が作用して
おり、終極的に浮舟渠全体を水平とする揚力作用
をもたらす。したがつて、多少の傾斜状態での下
架時において空気滞留による降下停止もなく、人
為的に姿勢制御す必要もなく、自動的に円滑に降
下することができる。その逆の状態も全く同様で
ある。
In addition, there is some air retention in the hatched area 10 in the center of Figure 9, but this is because when the air in the front part is released, the front part sinks slightly, so it moves to the other side and
Get out of 3. In this case, the buoyancy of the buoyancy adjustment part 4 and the float protrusion 1b in the opposite direction is acting, which ultimately brings about a lifting force that makes the entire pontoon culvert horizontal. Therefore, when lowering the platform at a slight incline, there is no need to stop the descent due to air stagnation, and there is no need to manually control the posture, and the elevator can automatically descend smoothly. The opposite situation is exactly the same.

以上、浮力調整部4の最大の特徴である残存空
気滞留防止の働きについて述べたが、次に同じく
水中における浮舟渠の自動軽減の目的も併せ持つ
点について説明する。
The function of preventing residual air retention, which is the most important feature of the buoyancy adjustment unit 4, has been described above, but next we will explain how it also has the purpose of automatically reducing pontoon culverts underwater.

船を上架する前の浮舟渠は、一定水深を保持し
て浮体1は水中にある。両浮体1,1には浮舟渠
の連結部材、支柱、ガイド用の横梁その他すべて
の重量がかかつている。それらの重量を支えて船
の入渠可能の状態に水中で静止させるため、浮体
1,1をフロート突起部1bの浮力により吊り下
げ状態に保持する必要がある。この場合、フロー
ト突起部1bはできれば小型で風当たりの少ない
方がよく、浮体上での対船作業上も容積はなるべ
く小さい方が好ましい。
The pontoon culvert maintains a constant water depth and the floating body 1 is in the water before the ship is placed on top of the pontoon. Both floating bodies 1, 1 bear the weight of the connecting members of the pontoon, the supports, the cross beams for guides, and everything else. In order to support the weight of these objects and keep them stationary in the water so that the ship can enter the dock, it is necessary to hold the floating bodies 1, 1 in a suspended state by the buoyancy of the float protrusion 1b. In this case, it is preferable that the float protrusion 1b is small and exposed to little wind, and the volume is preferably as small as possible from the viewpoint of ship-to-ship operations on the floating body.

浮体両端の浮力調整部4はそれなりの計算され
た容積を持つているが、この容積すなわち浮力は
浮舟渠が上架使用中は浮体内は空気が充満してお
り、その片隅の一区画に過ぎず、何の役目もして
いないが、下架時においては、浮体内に水が侵入
し、それが満水状態になると浮力調整部4の部分
のみは水は入らず、逆に浮力として作用し、浮舟
渠の水中での自重を軽減する役目を果たす。この
補助的な自動軽減作用により、姿勢制御用のフロ
ート突起部1bはその分だけ容積を小さくするこ
とが可能となる。
The buoyancy adjustment parts 4 at both ends of the floating body have a certain calculated volume, but this volume, or buoyancy, is only one corner of the floating body, which is filled with air when the pontoon is in use. , does not play any role, but when the floating body is lowered, water enters the floating body, and when it becomes full, water does not enter only the buoyancy adjustment part 4, but on the contrary, it acts as a buoyant force, and the floating body It serves to reduce the weight of the culvert underwater. Due to this auxiliary automatic reduction effect, the volume of the float protrusion 1b for attitude control can be reduced by that amount.

さらに、浮力調整部4の利点として、浮体上の
空気配管及びその支持用部品の多くを省くことが
できる。
Furthermore, an advantage of the buoyancy adjustment section 4 is that many of the air piping and supporting parts on the floating body can be omitted.

実験によれば、浮力調整部4がない場合、端部
の空気を抜く必要から、空気配管は浮体両端まで
の長尺を必要とする。これに対し、浮力調整部4
を設けた場合は、第5図より分かるように、各空
気配管の距離は大幅に短縮され、したがつてその
保持に必要な配管、金具等の部品を大幅に削減す
ることができる。また、浮体上の部品点数が減
り、構造物が減少して浮体上はさらに簡素化さ
れ、上架船の保守点検等、対船作業性も一段と向
上する。
According to experiments, if the buoyancy adjustment unit 4 is not provided, the air piping needs to be long to reach both ends of the floating body because it is necessary to remove air from the ends. On the other hand, the buoyancy adjustment section 4
As can be seen from FIG. 5, when this is provided, the distance between each air pipe is greatly shortened, and therefore the number of parts such as pipes and metal fittings required for holding the air pipe can be significantly reduced. In addition, the number of parts on the floating body is reduced, the number of structures on the floating body is reduced, the floating body is further simplified, and workability on ships such as maintenance and inspection of lifted ships is further improved.

さらに利点の一つとして、浮力調整部4は浮舟
渠の浮体の最も外的損傷を受け易いやや上端部に
位置しているが、この部分に浮力材を充填した隔
壁を設けているため、きわめて大きい構造上の強
度を得ることができる。
Another advantage is that the buoyancy adjustment section 4 is located at the upper end of the floating body of the pontoon, which is most susceptible to external damage, but since a bulkhead filled with buoyancy material is provided in this section, it is extremely Great structural strength can be obtained.

浮舟渠使用時においては、浮体各外端部分は流
木や他船との接触等、衝撃を受け易く、特に外端
部は強度的に大である方が望ましい。その点、浮
力調整部4を採用することにより、構造的強度が
格段に増し、外的衝撃に強いものとなる。
When using a pontoon, the outer ends of each floating body are susceptible to shocks such as contact with driftwood or other ships, and it is particularly desirable for the outer ends to be strong. In this regard, by employing the buoyancy adjustment section 4, the structural strength is significantly increased and the structure becomes resistant to external impacts.

また、万一、他船との衝突等でこの部分の浮体
外皮が破損したとしても、隔壁、充填物の存在
で、浸水を防ぐことができ、浮舟渠全体の沈没を
免れるなど、安全性を確保することができる。
In addition, even if the floating body skin in this area is damaged due to a collision with another ship, the presence of bulkheads and fillings will prevent flooding and prevent the entire pontoon from sinking, thereby increasing safety. can be secured.

以上のように、浮力調整部4を設けるとによ
り、単に空気滞留防止策に止まらず、数多くの優
れた利点、効果を有する。
As described above, the provision of the buoyancy adjustment section 4 not only serves as a measure to prevent air stagnation, but also has many excellent advantages and effects.

次に、浮体内部を長手方向に複数分割区画する
構造及びその効果について述べる。
Next, the structure of dividing the interior of the floating body into multiple sections in the longitudinal direction and its effects will be described.

前述した構造により、上下架時左右の傾斜は防
止されるが、長手方向の前後傾斜防止の対策とし
ては、浮体内部を2つに区画し、それぞれの区画
を通気通水可能とすることによつて、注水降下、
注気排水浮上がなされるが、2つの区画により、
前後区画とも平均的に注水、排水が行われるた
め、船の重心位置セツトが適正でありさえすれ
ば、ほぼ完全な水平昇降姿勢が得られる。
The above-mentioned structure prevents horizontal inclination when the floating body is suspended vertically, but as a measure to prevent longitudinal inclination, the inside of the floating body is divided into two sections, and each section is made to allow ventilation and water passage. Then, water injection descended,
Air drainage is floated, but due to two compartments,
Since water is injected and drained evenly in both the front and rear sections, as long as the center of gravity of the ship is properly set, an almost perfectly horizontal vertical position can be obtained.

実験結果によれば、区画なしの単胴とした浮舟
渠の場合、船をセツトした使用状態の昇降では、
上昇の場合は浮体端上部の通気管側が上向きとな
り、他端下部の排水部が下向きとなつた姿勢で、
極端に傾斜する。下降の場合も同じ姿勢をとる。
According to the experimental results, in the case of a single-hulled pontoon without compartments, when the boat is set up and lowered in use,
When ascending, the ventilation pipe side at the top of the floating body is facing upwards, and the drainage section at the bottom of the other end is facing downwards.
Extremely inclined. Take the same position when descending.

これは、通気管側が常に空気の流通が優先する
ため、その部分が他の部分より早く軽くなるから
である。
This is because air circulation always takes priority on the ventilation pipe side, so that part becomes lighter faster than other parts.

これに対し、浮体内部を区画するという構造を
採用すると、これらの前後左右傾斜の危険を伴う
不安定さは殆ど解消され、きわめて安全性の高い
ものを提供することができる。
On the other hand, if a structure is adopted in which the interior of the floating body is partitioned, the instability associated with the risk of tilting forward, backward, left, and right is almost eliminated, and it is possible to provide an extremely safe structure.

なお、第1〜第7図に示すように、本実施例に
おいては、浮体1の外端部1f,1gの上端にフ
ロート突起部1bの小浮体を突設している。
In addition, as shown in FIGS. 1 to 7, in this embodiment, small floating bodies of float protrusions 1b are provided protruding from the upper ends of the outer ends 1f and 1g of the floating body 1.

フロート突起部1bは、船Sを載荷したり進水
させたりする際に浮舟渠が一定深度以上沈下しな
いように設けられたものである。
The float protrusion 1b is provided to prevent the pontoon from sinking beyond a certain depth when the ship S is loaded or launched.

フロート突起部1bは浮体1と一体に形成され
たもので、下部は浮力調整部4の上板5で仕切ら
れている。
The float protrusion 1b is formed integrally with the floating body 1, and its lower part is partitioned by the upper plate 5 of the buoyancy adjustment part 4.

フロート突起部1b内には、硬質ポリウレタン
フオーム、発泡ポリスチレンフオームなどのフロ
ート材8が充填されている。フロート突起部1b
は中空とすることもできるが、外壁の一部が破損
すると水が浸入し易くなるので、フロート材8の
使用が好ましい。なお、フロート突起部1bにつ
いてはそれなりの浮力計算された別体のものを強
固に取り付けて浮体1と一体的に形成してもよ
い。
The inside of the float protrusion 1b is filled with a float material 8 such as hard polyurethane foam or expanded polystyrene foam. Float protrusion 1b
can be made hollow, but if a part of the outer wall is damaged, water will easily enter, so it is preferable to use a float material 8. Note that the float protrusion 1b may be formed integrally with the floating body 1 by firmly attaching a separate piece whose buoyancy has been calculated accordingly.

浮舟渠を第7図に示すように水面下に沈下させ
る場合、フロート突起部1bが水中に入ると浮力
調整部4と共にその浮力が作用して、浮体1が一
定の深度以上の沈下を妨げる。そして、フロート
突起部1bは一定の浮力を有するため、一定深度
に達すると浮舟渠を停止させ、浮舟渠の水平状態
を保持して船の出入渠を円滑に行う助けをする。
When the pontoon culvert is lowered below the water surface as shown in FIG. 7, when the float protrusion 1b enters the water, its buoyancy acts together with the buoyancy adjustment section 4 to prevent the floating body 1 from sinking beyond a certain depth. Since the float protrusion 1b has a certain buoyancy, it stops the pontoon culvert when it reaches a certain depth, maintains the horizontal state of the pontoon culvert, and helps the ship move in and out of the culvert smoothly.

第8図は、横梁2の連結方法の例を示すもので
ある。本例においては、船底荷受部3を有する複
数の横梁2を用いて浮体1,1を連結している。
FIG. 8 shows an example of a method of connecting the cross beams 2. In this example, the floating bodies 1, 1 are connected using a plurality of cross beams 2 having bottom cargo receiving parts 3.

第8図aは浮体1の内部を貫通させることなく
盲貫挿設したものである。このため、浮体内に複
数の横梁が横設されるので、補強材となり、浮体
1全体をより強固なものとすることができる。な
お、水中の横梁は水門、海中構造物等に使用され
ている高度の耐食性をもつ化学製品で厳重にコー
テイングすることにより海水に対する耐久性の問
題を解決することができる。
FIG. 8a shows a case in which the floating body 1 is inserted blindly without penetrating the inside thereof. For this reason, since a plurality of cross beams are installed horizontally within the floating body, they serve as reinforcing members, and the entire floating body 1 can be made stronger. The problem of durability against seawater can be solved by coating the underwater cross beams with a highly corrosion-resistant chemical product that is used in water gates, underwater structures, etc.

第8図bは浮体1の下部に横梁2を横設したも
のである。横梁2は浮体1の底部全長にわたり固
定されているので、大潮時その他低水位時に上架
姿勢のまま擱坐した場合など、浮体1の底部より
先に直接水底に接触し、浮体底部を保護する役目
を果たすことができる。また横梁2の構成として
は第10図の浮体1の上部に取付けた連結材12
を船底に順応したV型にするかまたは水平近くに
下げ、段差を設けるなどして、浮体1に対して船
の重心を下げるなどの構成としてもよい(図示せ
ず)。
FIG. 8b shows a structure in which a cross beam 2 is installed horizontally at the bottom of a floating body 1. Since the crossbeam 2 is fixed over the entire length of the bottom of the floating body 1, it comes into direct contact with the water bottom before the bottom of the floating body 1, and serves to protect the bottom of the floating body 1, such as when sitting on an elevated position during spring tide or other low water levels. can be fulfilled. In addition, as for the structure of the cross beam 2, the connecting member 12 attached to the upper part of the floating body 1 in Fig.
The center of gravity of the ship may be lowered with respect to the floating body 1 by making it V-shaped to fit the bottom of the ship or by lowering it near horizontally and providing a step (not shown).

以上、実施例について説明したが、本発明にお
いて、浮体1についてはその容積は勿論、通常保
管状態での船を揚げ支えるだけの充分な水中部分
の容積、浮力とそれ以上に横揺れ傾斜時にのみ水
没する余分な水上部分の浮力などを充分勘案した
容積が必要なことは言うまでもない。
As described above, the embodiments have been described, but in the present invention, the floating body 1 has not only its volume but also the volume of the underwater part sufficient to lift and support the ship in the normal storage state, buoyancy, and moreover, It goes without saying that the volume needs to be sufficient to take into account the buoyancy of the extra above-water part that will be submerged.

本発明では、機能上、構造上、必然的に載荷重
心を極力下げる必要があり、そのため水面と船底
間を必要以上高くすることはできないが、その
点、却つて船の上架中の安定度には好都合であ
り、使用中、万一片方の浮体1が破損水没するこ
とがあつたとしても、船底は水面よりきわめて低
い位置にあるので、瞬時に着水、進水して船は事
なきを得ることができるなど、きわめて安全度の
高い利点がある。
In the present invention, it is necessary to lower the load center as much as possible for functional and structural reasons, and therefore the distance between the water surface and the bottom of the ship cannot be made higher than necessary. This is convenient, and even if one of the floating bodies 1 were to break or become submerged in water, the bottom of the vessel would be extremely low below the water surface, so the vessel would be able to land on the water instantly and be launched without incident. It has the advantage of being extremely safe.

浮体1の断面角度については、通常小型船舶の
船底形状は、特殊な船型を除き、最後部は浅い角
度のV形となつているが、中部、前部と船首部に
進むにつれて角度は急になつているので、概略平
均的な角度をとつて最後部のV角度よりもやや急
程度の角度に設定しておけばよい。
Regarding the cross-sectional angle of the floating body 1, the bottom shape of small vessels is usually a V-shape with a shallow angle at the rear end, except for special vessels, but the angle becomes steeper as it moves toward the middle, front, and bow. Therefore, it is sufficient to take a roughly average angle and set it to a slightly steeper angle than the rearmost V angle.

ある一定の深度に浮体1を注水、沈下させた場
合、船底との〓間は可能な限り狭い方が、船を上
架又はセツテイングする際の作業性がよく、係留
場所の水深との関係も好都合である。また、使用
当初において浮体1のみで適当な寸法に沈下度を
調整しておいても、浮体1に長時間の間に貝藻類
の付着が進み、沈下度が自然に増して沈み過ぎの
思わしくない状態に到ることがある。これらの対
策の一実施例として、左右それぞれの浮体1の両
最端部にさらに軽度の補助的浮沈調節用の小気密
室を設け、注水、排水などの操作をすることによ
り、若干の浮沈調節を可能としておき、前記フロ
ート突起部1b及び浮力調整部4と併せ、浮体1
全体の浮沈調節及び最終的な船底との間〓調整を
可能とする構造とすることもできる。
When the floating body 1 is injected with water and lowered to a certain depth, the narrower the distance between the bottom and the bottom of the ship, the better the workability when hoisting or setting the ship, and the relationship with the water depth of the mooring location is also favorable. It is. In addition, even if the degree of sinking of the floating body 1 is adjusted to an appropriate size at the beginning of use, the adhesion of shellfish algae to the floating body 1 will progress over a long period of time, and the degree of sinking will naturally increase, making it undesirable that it has sunk too much. condition may be reached. As an example of these measures, small airtight chambers are installed at both extreme ends of the left and right floating bodies 1 for further minor auxiliary floatation adjustment, and by performing operations such as water injection and drainage, slight floatation adjustment is possible. In addition to the float protrusion 1b and the buoyancy adjustment section 4, the floating body 1
It is also possible to have a structure that allows adjustment of the overall floating and sinking as well as final adjustment with the bottom of the ship.

〔発明の効果〕〔Effect of the invention〕

以上に述べたように、本発明の浮舟渠において
は、左右一対の浮体の上面を船底下面に対応して
傾斜させ、浮体の横断面を内側より外側を大とな
るようにした。このため各浮体の浮力の中心が外
側に偏つて、相互に著しく離間した位置で船を支
持する。したがつて船は低い重心位置で浮舟渠上
に支持されており、前述の複数区画をもつ構造の
効果とも相埃つて、左右はもとより前後あらゆる
方向の風波等外力による傾斜に対する抵抗力がき
わめて強く、高い安定性をもつ。また、浮力調整
部を設けたことにより、船の不適正セツトによる
傾斜下架時の空気残留による下架作業の不具合を
解消し、きわめて取り扱い易いものとし、併せて
配管構造面等においても、多くのコスト引き下げ
を実現可能とすることができる。また、特に全幅
を狭くできる構造により、狭い船だまり、マリー
ナ等における制限された一定面積内での使用が可
能となり、スペース的に他に迷惑をかけることも
なく、何らの抵抗なしに使用することができる。
このことは、水面環境上においても非常に好まし
いものであり、広く海洋産業に寄与することがで
きるものである。
As described above, in the pontoon culvert of the present invention, the upper surfaces of the pair of left and right floating bodies are inclined in correspondence with the lower surface of the bottom of the ship, so that the cross section of the floating bodies is larger on the outside than on the inside. For this reason, the center of buoyancy of each floating body is biased outward, supporting the ship at positions significantly separated from each other. Therefore, the ship is supported on the pontoon with a low center of gravity, and combined with the effect of the multi-compartment structure mentioned above, the ship has extremely high resistance to tilting caused by external forces such as wind and waves in all directions, including front and rear, as well as left and right. , has high stability. In addition, the provision of a buoyancy adjustment section eliminates the problems caused by residual air when the vessel is improperly set up, making it extremely easy to handle, and also improves the piping structure. This makes it possible to reduce costs. In addition, the structure allows the overall width to be narrowed, making it possible to use it within a limited area such as in a narrow boat dock or marina, so it can be used without disturbing others in terms of space and without any resistance. I can do it.
This is very favorable in terms of the water surface environment and can contribute widely to the marine industry.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の浮舟渠を小型船舶と共に示す
側面図、第2図は正面図、第3図はその平面図、
第4図は他の実施例の正面図、第5図は前後に浮
力部を設けた浮体を示す側面断面図、第6図a,
b,cは第5図A−A線、B−B線、
C−C線における浮力調整部の横断面図、第7
図は浮体の両端に設けたフロート突起部の一方を
示す側面図、第8図a,bは船底荷受部を有する
横梁と浮体との連結を示す正面図、第9図は浮体
内の空気残留を示す概略断面図、第10図は従来
の浮舟渠の正面図である。 1:浮体、1a:上面、1b:フロート突起
部、1c:下面、1d:外側面、1e:内側面、
2:横梁、3:船底荷受部、4:浮力調整部、
5:上板、6:下板、7:水、8:フロート材、
9,10:斜線部、11:フロート、12:連結
材、13:通気孔、14:通水孔、S:船。
Fig. 1 is a side view showing the floating pontoon of the present invention together with a small boat, Fig. 2 is a front view, and Fig. 3 is a plan view thereof.
Fig. 4 is a front view of another embodiment, Fig. 5 is a side sectional view showing a floating body provided with buoyancy sections at the front and rear, Fig. 6a,
b and c are line A-A and line B-B in Figure 5,
Cross-sectional view of the buoyancy adjustment section along the line C-C, No. 7
The figure is a side view showing one of the float protrusions provided at both ends of the floating body, Figures 8a and b are front views showing the connection between the floating body and the crossbeam with the cargo receiving part on the bottom, and Figure 9 is the residual air inside the floating body. FIG. 10 is a front view of a conventional floating culvert. 1: floating body, 1a: upper surface, 1b: float protrusion, 1c: lower surface, 1d: outer surface, 1e: inner surface,
2: Cross beam, 3: Bottom cargo receiving section, 4: Buoyancy adjustment section,
5: Upper plate, 6: Lower plate, 7: Water, 8: Float material,
9, 10: Shaded area, 11: Float, 12: Connecting material, 13: Ventilation hole, 14: Water hole, S: Ship.

Claims (1)

【特許請求の範囲】 1 左右一対の浮体と該浮体を相互に連結する複
数の横梁とからなる浮舟渠において、前記浮体の
上面を船底下面に対応して傾斜させると共に、前
記浮体を、内側から外側に向かつて高さが大とな
る断面形状としたことを特徴とする浮舟渠。 2 浮体長手方向両端部の天井部に、前記浮体内
部の断面積を浮体端部側に向かつて次第に小とす
る水中での空気残留防止兼自重軽減用の浮力部を
有することを特徴とする特許請求の範囲第1項記
載の浮舟渠。 3 浮体内を長手方向中央部で複数に区画し、そ
れぞれの区画内に通気、通水による浮沈手段を備
えたことを特徴とする特許請求の範囲第1項記載
の浮舟渠。
[Scope of Claims] 1. In a floating dock consisting of a pair of left and right floating bodies and a plurality of cross beams interconnecting the floating bodies, the upper surface of the floating bodies is inclined in correspondence with the lower surface of the bottom of the ship, and the floating bodies are tilted from the inside. A floating canal characterized by a cross-sectional shape that increases in height toward the outside. 2. A patent characterized in that the ceiling of both ends of the floating body in the longitudinal direction has buoyancy parts for preventing air from remaining underwater and reducing its own weight by reducing the cross-sectional area of the interior of the floating body gradually toward the ends of the floating body. A pontoon culvert according to claim 1. 3. The pontoon culvert according to claim 1, wherein the floating body is divided into a plurality of sections at the center in the longitudinal direction, and each section is provided with flotation and sinking means for ventilation and water flow.
JP29805887A 1986-11-25 1987-11-25 Floating dock Granted JPS6452589A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29805887A JPS6452589A (en) 1986-11-25 1987-11-25 Floating dock

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP18154686 1986-11-25
JP29805887A JPS6452589A (en) 1986-11-25 1987-11-25 Floating dock

Publications (2)

Publication Number Publication Date
JPS6452589A JPS6452589A (en) 1989-02-28
JPH0565399B2 true JPH0565399B2 (en) 1993-09-17

Family

ID=26500684

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29805887A Granted JPS6452589A (en) 1986-11-25 1987-11-25 Floating dock

Country Status (1)

Country Link
JP (1) JPS6452589A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101141775B1 (en) * 2010-02-10 2012-05-04 한국생산기술연구원 Apparatus for cleaning ship to float on water

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3777691A (en) * 1971-06-25 1973-12-11 W Beale Marine elevator

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3777691A (en) * 1971-06-25 1973-12-11 W Beale Marine elevator

Also Published As

Publication number Publication date
JPS6452589A (en) 1989-02-28

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