JPH0111799Y2 - - Google Patents

Info

Publication number
JPH0111799Y2
JPH0111799Y2 JP19892683U JP19892683U JPH0111799Y2 JP H0111799 Y2 JPH0111799 Y2 JP H0111799Y2 JP 19892683 U JP19892683 U JP 19892683U JP 19892683 U JP19892683 U JP 19892683U JP H0111799 Y2 JPH0111799 Y2 JP H0111799Y2
Authority
JP
Japan
Prior art keywords
floating dock
hull
floating
height
wall
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
Application number
JP19892683U
Other languages
Japanese (ja)
Other versions
JPS60107137U (en
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 filed Critical
Priority to JP19892683U priority Critical patent/JPS60107137U/en
Publication of JPS60107137U publication Critical patent/JPS60107137U/en
Application granted granted Critical
Publication of JPH0111799Y2 publication Critical patent/JPH0111799Y2/ja
Granted legal-status Critical Current

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  • Revetment (AREA)

Description

【考案の詳細な説明】 本考案は防波堤等の堤体を構築するために用い
るコンクリートケーソンを製作する浮きドツクに
関するものである。
[Detailed Description of the Invention] The present invention relates to a floating dock for manufacturing a concrete caisson used for constructing an embankment body such as a breakwater.

従来ケーソン製作用浮きドツクは第1図、第2
図に示すように船体1の両舷にクレーン3を備え
た側壁2があり、この側壁2が10m以上の高さに
なるので廻航中に強風4を受けると船体の安定性
が失われて危険であり、又不稼動時に浮きドツク
を岸壁等に係留しておく場合、隣接して係留され
ている他の船舶との関係で充分なアンカー設備を
配置できないために係留中強風を受けると船体が
危険となり、これに対する対策も困難であつた。
Conventional floating docks for making caissons are shown in Figures 1 and 2.
As shown in the figure, there is a side wall 2 equipped with a crane 3 on both sides of the hull 1, and since this side wall 2 is over 10 m high, if it is hit by strong winds 4 while cruising, the stability of the hull will be lost and it will be dangerous. Furthermore, when a floating dock is moored to a quay when it is not in operation, it may not be possible to arrange sufficient anchorage equipment due to the relationship with other vessels moored adjacent to it, and the hull may be damaged if it is exposed to strong winds while moored. This was dangerous, and it was difficult to take countermeasures against it.

本考案は前述した従来の問題を解決したケーソ
ン製作用浮きドツクに関するものである。
The present invention relates to a floating dock for making caisson which solves the above-mentioned conventional problems.

本考案の目的は上記の欠点を除去した浮きドツ
クを得るにある。
The object of the invention is to obtain a floating dock which eliminates the above-mentioned drawbacks.

本考案の浮きドツクは、バラスト水を注、排水
可能な船体浮体と、この船体浮体の両舷上に設け
た高さの低い壁部と、前記浮体の四隅において前
記壁部に上下に継ぎ足し自在に設けたピース筒
と、この各隅のピース筒間を着脱自在に連結する
トラスとより成ることを特徴とする。
The floating dock of the present invention includes a floating ship body capable of pouring and draining ballast water, a low-height wall part provided on both sides of the floating ship body, and a floating dock that can be attached vertically to the wall parts at the four corners of the floating body. It is characterized by comprising a piece cylinder provided at each corner, and a truss detachably connecting the piece cylinders at each corner.

以下図面によつて本考案の実施例を説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第3図は本考案の浮きドツクの正面図、第4図
はその平面図を示す。
FIG. 3 shows a front view of the floating dock of the present invention, and FIG. 4 shows a plan view thereof.

図において1は船体であり、内部には従来の浮
きドツクと同様に注排水可能なバラストタンクが
設けられている。5は船体1の両舷上に設けた壁
部であり、内部には注排水可能なバラストタンク
が設けられているが、この壁部5の高さは従来の
浮きドツクの側壁の高さより低くしたもので例え
ば1/2以下の高さとなつている。6はは壁部5上
の船体1の四隅にあたる部分に立設した浮力タワ
ーであり、この浮力タワーはピース筒7を上下に
継ぎ足して構成され、ピース筒7は内部に注排水
用配管を有する7aと有しないもの7bの2種類
あり、例えば第4図で船体1の1方の対角線上に
位置する浮力タワー6は7aのみで組立てられ、
他方の対角線上に位置する浮力タワー6は7bの
みで組立てられている。8はピース筒7aで組立
てられた浮力タワー6上に設けたポンプ室であ
り、内部に収納されているポンプによつてピース
筒7a内の注排水管を通じて船体1及び壁部5の
バラストタンクに注水及び排水を行う。クレーン
3はピース筒7bで組立てられた浮力タワー6上
に設けられる。
In the figure, numeral 1 denotes the hull, and inside it is provided a ballast tank that can be filled with water and water like a conventional floating dock. Reference numeral 5 denotes a wall section provided on both sides of the hull 1, and a ballast tank that can be filled with water is provided inside, but the height of this wall section 5 is lower than the height of the side walls of a conventional floating dock. For example, it is less than 1/2 the height. Reference numeral 6 denotes a buoyancy tower installed on the wall 5 at the four corners of the hull 1, and this buoyancy tower is constructed by adding piece cylinders 7 above and below, and the piece cylinder 7 has piping for water injection and drainage inside. There are two types, 7a and 7b without. For example, in Fig. 4, the buoyancy tower 6 located on one diagonal of the hull 1 is assembled with only 7a,
The other diagonally located buoyancy tower 6 is assembled with only 7b. Reference numeral 8 denotes a pump chamber installed on the buoyancy tower 6 assembled with the piece cylinder 7a, and the pump housed inside supplies water to the ballast tanks of the hull 1 and wall part 5 through the water supply pipe in the piece cylinder 7a. Inject water and drain water. The crane 3 is installed on the buoyancy tower 6 assembled with the piece tube 7b.

9は浮力タワー6を連結する渡橋兼補強用の鉄
骨トラスであり、必要に応じ着脱可能とする構造
のものである。
Reference numeral 9 denotes a steel truss for bridge and reinforcement that connects the buoyancy towers 6, and has a structure that can be attached and detached as necessary.

本考案の浮きドツクは以上の如く構成され、浮
きドツクの廻航時又は不稼動係留時には第5図に
示すようにクレーン3によつて浮力タワー6を解
体し、解体した後ピース筒7を船上に積み上げて
おけるので、強風の際にも風圧面積を少なくでき
るので安全である。
The floating dock of the present invention is constructed as described above, and when the floating dock is sailing or moored inactive, the buoyant tower 6 is dismantled by the crane 3 as shown in FIG. Since they can be stacked up, the wind pressure area can be reduced even in strong winds, making them safer.

又、本考案の浮きドツクを用いたケーソンを製
作する場合、製作するケーソンの高さに応じて適
宜に浮力タワー6の高さを調節し、クレーン3の
高さをも作業に最適な高さに設定できるので能率
の良いケーソン製作作業を行うことができる。
In addition, when manufacturing a caisson using the floating dock of the present invention, the height of the buoyancy tower 6 is adjusted appropriately according to the height of the caisson to be manufactured, and the height of the crane 3 is also adjusted to the optimum height for the work. can be set to allow efficient caisson manufacturing work.

又、船体1の両舷に高さの低い壁部5を設けた
ので、例えば浮きドツク内で製作したケーソンを
外部に曵き出すため、浮きドツク内でケーソンが
浮上するまで浮きドツク船体を海中に沈め、その
結果浮きドツク甲板が水に没するようになつた場
合でも、船体に充分な復元力が得られる。
In addition, since low-height walls 5 are provided on both sides of the hull 1, for example, in order to pull out a caisson made inside the floating dock, the floating dock hull can be submerged in the sea until the caisson floats up inside the floating dock. Even if the ship were to sink, resulting in the floating dock becoming submerged in water, the hull would have sufficient restoring force.

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

第1図は従来の浮きドツクの正面図、第2図は
第1図のA−A線断面図、第3図は本考案浮きド
ツクの正面図、第4図は本考案浮きドツクの平面
図、第5図は浮きドツクの廻航時又は不稼動係留
時の説明図である。 1……船体、2……側壁、3……クレーン、4
……強風、5……壁部、6……浮力タワー、7…
…ピース筒、8……ポンプ室、9……トラス。
Figure 1 is a front view of a conventional floating dock, Figure 2 is a sectional view taken along line A-A in Figure 1, Figure 3 is a front view of the floating dock of the present invention, and Figure 4 is a plan view of the floating dock of the present invention. , FIG. 5 is an explanatory diagram of the floating dock when it is sailing or when it is moored inactive. 1...hull, 2...side wall, 3...crane, 4
... Strong wind, 5... Wall, 6... Buoyancy tower, 7...
...piece cylinder, 8...pump chamber, 9...truss.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] バラスト水を注、排水可能な船体浮体と、この
船体浮体の両舷上に設けた高さの低い壁部と、前
記浮体の四隅において前記壁部に上下に継ぎ足し
自在に設けたピース筒と、この各隅のピース筒間
を着脱自在に連結するトラスとより成ることを特
徴とする浮きドツク。
A floating body capable of pouring and draining ballast water, a low-height wall provided on both sides of the floating body, and a piece tube provided at the four corners of the floating body so as to be able to be attached vertically to the wall; This floating dock is characterized by consisting of a truss that removably connects the piece cylinders at each corner.
JP19892683U 1983-12-27 1983-12-27 floating dock Granted JPS60107137U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19892683U JPS60107137U (en) 1983-12-27 1983-12-27 floating dock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19892683U JPS60107137U (en) 1983-12-27 1983-12-27 floating dock

Publications (2)

Publication Number Publication Date
JPS60107137U JPS60107137U (en) 1985-07-20
JPH0111799Y2 true JPH0111799Y2 (en) 1989-04-06

Family

ID=30758371

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19892683U Granted JPS60107137U (en) 1983-12-27 1983-12-27 floating dock

Country Status (1)

Country Link
JP (1) JPS60107137U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001064507A1 (en) * 2000-03-02 2001-09-07 Workships Contractors B.V. Submersible heavy lift catamaran

Also Published As

Publication number Publication date
JPS60107137U (en) 1985-07-20

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