JPH092380A - Method for launching prestressed concrete hybrid pontoon - Google Patents

Method for launching prestressed concrete hybrid pontoon

Info

Publication number
JPH092380A
JPH092380A JP15350195A JP15350195A JPH092380A JP H092380 A JPH092380 A JP H092380A JP 15350195 A JP15350195 A JP 15350195A JP 15350195 A JP15350195 A JP 15350195A JP H092380 A JPH092380 A JP H092380A
Authority
JP
Japan
Prior art keywords
pontoon
dock
box
water
hybrid
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.)
Withdrawn
Application number
JP15350195A
Other languages
Japanese (ja)
Inventor
Masuo Narita
満州男 成田
Seiji Ohashi
誠司 大橋
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP15350195A priority Critical patent/JPH092380A/en
Publication of JPH092380A publication Critical patent/JPH092380A/en
Withdrawn legal-status Critical Current

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Abstract

PURPOSE: To provide a prestressed concrete hybrid pontoon launching method which is capable of docking a ship or a marine structure in a dry dock, and dispenses with a marine crane or hoisting metal fittings. CONSTITUTION: After a prestressed concrete hybrid pontoon 5 is built on a pontoon barge 4 arranged on a base in a dry dock 1, water is poured in the dry dock 1 to make the pontoon barge 4 afloat and shifted, and then, the water in the dry dock 1 is discharged to land the pontoon barge 4 on blocks in the dock 4. A pumping means of the pontoon barge 4 is opened, and water is poured into the dry dock 1 to make only the prestressed concrete hybrid pontoon 5 afloat and launched.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、水没式台船を用いたプ
レストレストコンクリート製ハイブリットポンツーン進
水方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for launching a prestressed concrete hybrid pontoon using a submerged pontoon.

【0002】[0002]

【従来の技術】従来、プレストレストコンクリート製ハ
イブリットポンツーン(以下、P.C製ハイブリットポ
ンツーンという)は、主として、次の3つの方法があ
る。 吊上げ進水方法 本体重量300トン程度までのP.C製ハイブリットポ
ンツーンは、陸上の岸壁ヤードで建造し、完成後、海上
クレーンで吊り上げ、進水させる。
2. Description of the Related Art Conventionally, there are mainly the following three methods for prestressed concrete hybrid pontoons (hereinafter referred to as PC hybrid pontoons). Hoisting and launching method P. The hybrid pontoon made by C will be built in the quay yard on land, and after completion, it will be lifted and launched by a sea crane.

【0003】従って、自重300トンに耐える吊り金物
の本体への取付、補強、及び、進水後、これら各部材の
撤去と補修が必要である。又、当然、海上クレーンも必
要である。一方、300トンを越えると、クレーン代と
吊り金物の費用が大きくなりすぎるので、通常、ドック
内建造となる。
Accordingly, it is necessary to remove and repair each of these members after mounting, reinforcing, and launching a hanging metal object that can withstand its own weight of 300 tons. Of course, a sea crane is also required. On the other hand, if it exceeds 300 tons, the cost of the crane and the cost of the hanging hardware become too large, so that the construction is usually done in the dock.

【0004】 乾ドック内建造方法 通常、大型のP.C製ハイブリットポンツーンは、この
方法で建造する。勿論、スペースに余裕があれば小型の
ものも建造する。進水は、船と同様、完成後、ドック内
に注水し、浮上させる。 シンキング式台船による進水方法 海上に浮かべたフローテングドック式の台船上でP.C
製ハイブリットポンツーンを建造し、完成後、台船を徐
々に沈下させ、P.C製ハイブリットポンツーンを浮上
進水させる。この方法で進水させる台船は、バラスト水
の注排水手段、遠隔表示のタンク及び喫水計が必要であ
る。又、台船専用の係留岸壁、係留設備が必要である。
Construction method in dry dock Usually, a large P. The hybrid pontoon made by C is constructed by this method. Of course, if there is enough space, we will build a small one. As with the ship, the launch will be carried out by pouring water into the dock after the completion. Launching method using a sinking-type barge P. on a floating dock type barge floated on the sea C
After constructing a hybrid pontoon made of P.O. A hybrid pontoon made of C is floated and launched. The barge to be launched by this method requires a means for pouring and draining ballast water, a remotely displayed tank and a draft meter. In addition, mooring wharves and mooring facilities exclusively for barges are required.

【0005】[0005]

【発明が解決しようとする課題】本発明は、乾ドック
に、いつでも、船舶、海洋構造物の入渠が可能であるば
かりでなく、上記の如き、従来の欠点の無いP.C製ハ
イブリットポンツーン進水方法を提供することを目的と
する。
DISCLOSURE OF THE INVENTION The present invention not only allows docking of ships and marine structures into a dry dock at any time, but also, as mentioned above, the P. It is an object of the present invention to provide a hybrid pontoon launch method manufactured by C.

【0006】[0006]

【課題を解決するための手段】すなわち、本発明のP.
C製ハイブリットポンツーン進水方法は、乾ドック内の
架台上に配設させた箱型台船上でP.C製ハイブリット
ポンツーンを建造した後、乾ドック内に注水して箱型台
船を浮上及びシフトさせ、次いで、乾ドック内の水を排
水させて箱型台船をドック内の盤木上に着底させ、しか
る後に、箱型台船の注排水手段を開放する一方、乾ドッ
ク内に注水してP.C製ハイブリットポンツーンのみを
浮上進水させることを特徴とする。
Means for Solving the Problems That is,
The hybrid pontoon launching method made by C.P. is carried out on a box-type carrier mounted on a mount in a dry dock. After constructing a hybrid pontoon made of C, water is poured into the dry dock to float and shift the box-type pontoon, and then water in the dry dock is drained to attach the box-type pontoon to the board in the dock. The bottom of the box-type ship is then opened, while the water injection / drainage means of the box-type ship is opened, while water is injected into the dry dock. Only the hybrid pontoon made by C is floated and launched.

【0007】[0007]

【作用】このように、乾ドック内に設置した架台上に、
注排水手段を有する箱型台船を配設した後、この箱型台
船上でP.C製ハイブリットポンツーンを建造し、次
に、乾ドック内に注水して箱型台船を浮上及びシフトさ
せた後、ドック内の水を排水させて箱型台船をドック内
の盤木上に着底させ、しかる後に、箱型台船の注排水手
段を開放する一方、ドック内に、再度、注水してP.C
製ハイブリットポンツーンのみを浮上進水することによ
り、乾ドック内に、いつでも、船舶、海洋構造物が入渠
可能であるばかりでなく、海上クレーン等が不要にな
る。
[Operation] In this way, on the frame installed in the dry dock,
After arranging the box-type pontoon having the pouring / draining means, P. After constructing a hybrid pontoon made of C, and then pouring water into the dry dock to float and shift the box-type pontoon, drain the water in the dock and place the box-type pontoon on the board in the dock. After bottoming and then opening the water injection / drainage means of the box-type barge, water was injected again into the dock to inject water. C
By floating and launching only the manufactured hybrid pontoon, not only can ships and marine structures be docked in the dry dock at any time, but also a sea crane or the like becomes unnecessary.

【0008】[0008]

【実施例】以下、図面により本発明の実施例を説明す
る。図1に示すように、乾ドック1内に設置した架台2
上に盤木3を介在させて箱型台船4を配設した後、この
箱型台船4上でP.C製ハイブリットポンツーン5を建
造する。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the gantry 2 installed in the dry dock 1
After arranging the box-type pontoon 4 with the board 3 interposed therebetween, the P.P. Build C hybrid pontoon 5.

【0009】上記箱型台船4は、図2のように、ドック
頭部1aに設置し、部材、資材等の積み込みは、3トン
クレーンや6トンクレーンを中心に20トンクレーンや
50トンクレーンを用いて行う。修繕船6の修繕が繁忙
の際は、ドック頭部1aよりレッカーにて積み込む。ま
た、コンクリート打設は、ドック頭部1aよりポンプ車
から配管し、打ち込むようになっている。なお、図2に
おいて、符号7は、ドックゲートを示している。
As shown in FIG. 2, the box-type barge 4 is installed on the dock head 1a, and the loading of members, materials, etc. is centered around a 3-ton crane or a 6-ton crane, and a 20-ton crane or a 50-ton crane. Using. When the repair ship 6 is busy repairing, the dock head 1a is used for loading by a tow truck. In addition, concrete is poured from the dock head 1a by piping from the pump car. In addition, in FIG. 2, reference numeral 7 indicates a dock gate.

【0010】一方、箱型台船4は、図3、図4及び図5
に示すように、3つの独立した部屋4a,4b,4cに
区分されており、各部屋4a,4b,4cの上甲板8に
図示しないバルブを有する注排水孔9が複数個(図の場
合、2個)設けられ、また、船底10にも図示しないバ
ルブを有する注排水孔11が複数個(図の場合、2個)
設けられている。
On the other hand, the box-type barge 4 is shown in FIG. 3, FIG. 4 and FIG.
As shown in FIG. 3, it is divided into three independent chambers 4a, 4b, 4c, and a plurality of pouring / draining holes 9 having valves (not shown) are provided on the upper deck 8 of each chamber 4a, 4b, 4c (in the case of the figure, (2 pieces), and a plurality of pouring / draining holes 11 (two pieces in the case of FIG. 1) provided on the bottom 10 of the ship, each having a valve (not shown).
Is provided.

【0011】上記のP.C製ハイブリットポンツーン5
が建造されたら、図6のように、乾ドック1内に注水
し、箱型台船4を架台2から浮上させた後、図7のよう
に、箱型台船4を架台2からシフトさせる 次に、図8のように、ドック1内の水を排水し、箱型台
船4を乾ドック1内に据え付けた盤木13上に載置させ
る。そして、図9のように、乾ドック1内の排水が完了
したら、箱型台船4の注排水孔9,11を開放させる。
The above P. C made hybrid pontoon 5
After the construction is completed, as shown in FIG. 6, water is poured into the dry dock 1 to float the box-type carrier 4 from the mount 2, and then the box-type carrier 4 is shifted from the mount 2 as shown in FIG. Next, as shown in FIG. 8, the water in the dock 1 is drained, and the box boat 4 is placed on the board 13 installed in the dry dock 1. Then, as shown in FIG. 9, when the drainage in the dry dock 1 is completed, the pouring / draining holes 9 and 11 of the box type boat 4 are opened.

【0012】その後、図10のように、乾ドック1内
に、再び、注水すると、水位が上昇するにしたがって注
排水孔11から箱型台船4内に注水され、図11のよう
に、P.C製ハイブリットポンツーン5のみが箱型台船
4から浮上するので、P.C製ハイブリットポンツーン
5をドック1外に出渠させる。次に、図12のように、
再度、乾ドック1内の水を排水させた後、バラスト調整
のため、箱型台船5の注排水孔9,11を閉鎖させる。
Thereafter, as shown in FIG. 10, when water is again poured into the dry dock 1, as the water level rises, water is poured from the water pouring / draining hole 11 into the box-type carrier 4, and as shown in FIG. . Since only the C hybrid pontoon 5 made of C floats from the box-type carrier 4, The hybrid pontoon 5 made of C is pulled out from the dock 1. Next, as shown in FIG.
After draining the water in the dry dock 1 again, the pouring / draining holes 9 and 11 of the box carrier 5 are closed for ballast adjustment.

【0013】そして、図13のように、乾ドック1内に
注水すると、箱型台船4が浮上するので、箱型台船4を
移動させ、図14のように、架台2上に箱型台船4を据
え付ける。据付後、箱型台船4の注排水孔9,11を開
放させ、当該箱型台船4上で、新たに、P.C製ハイブ
リットポンツーンの建造に入る。
Then, as shown in FIG. 13, when water is poured into the dry dock 1, the box-type carrier 4 floats. Therefore, the box-type carrier 4 is moved, and as shown in FIG. Install the berth 4. After the installation, the pouring / draining holes 9 and 11 of the box-type carrier 4 are opened, and a new P. Construction of C hybrid pontoon begins.

【0014】[0014]

【発明の効果】上記のように、本発明は、乾ドック内の
架台上に配設させた箱型台船上でP.C製ハイブリット
ポンツーンを建造した後、乾ドック内に注水して箱型台
船を浮上及びシフトさせ、次いで、乾ドック内の水を排
水させて箱型台船をドック内の盤木上に着底させ、しか
る後に、箱型台船の注排水手段を開放する一方、乾ドッ
ク内に注水してP.C製ハイブリットポンツーンのみを
浮上進水させるので、乾ドック内に、いつでも、船舶、
海洋構造物の入渠が可能であるばかりでなく、従来の欠
点を解消することができる。
As described above, according to the present invention, the P.O.R. is mounted on a box-type carrier which is arranged on a mount in a dry dock. After constructing a hybrid pontoon made of C, water is poured into the dry dock to float and shift the box-type pontoon, and then water in the dry dock is drained to attach the box-type pontoon to the board in the dock. The bottom of the box-type ship is then opened, while the water injection / drainage means of the box-type ship is opened, while water is injected into the dry dock. Only the hybrid pontoon made by C will be floated and launched, so it is possible to
Not only is it possible to dock an offshore structure, but it is also possible to eliminate the conventional drawbacks.

【0015】即ち、 海上クレーンが不要である(250〜300トン/
1基)。又、吊り上げ用金具の取付、補強、撤去が不要
である。 従来のシンキング式台船に比べ建造費が格段に安
い。 台船自体のバラスト調整がほとんど不要で取扱いが
簡単である(安全である)。
That is, a sea crane is unnecessary (250 to 300 tons /
1). Moreover, it is not necessary to attach, reinforce or remove the lifting metal fittings. The construction cost is much lower than the conventional sinking type barge. Almost no ballast adjustment is required on the ship itself and it is easy to handle (safe).

【0016】 岸壁の新設、改造が不要である。 乾ドックでの従来工事(船舶修理等)工程に支障が
ない。超大型船の入渠に際しては台船を一時浮上、出渠
させる。 ドック内で進水させるため、気象、海象の影響を受
けない(安全である)。
No new construction or modification of the quay is required. There is no hindrance to the conventional construction process (ship repair, etc.) in the dry dock. When docking a very large ship, the barge is temporarily levitated and docked. Since it is launched inside the dock, it is not affected by weather and sea conditions (it is safe).

【図面の簡単な説明】[Brief description of drawings]

【図1】ドック内の架台に据付けた台船上でP.C製ハ
イブリットポンツーン建造中の説明図である。
Figure 1: P.P. on a pedestal installed on a gantry in the dock. It is explanatory drawing under construction of the hybrid pontoon made from C.

【図2】ドックの平面図である。FIG. 2 is a plan view of the dock.

【図3】台船の平面図である。FIG. 3 is a plan view of a barge.

【図4】台船の側面図である。FIG. 4 is a side view of a barge.

【図5】台船の正面図である。FIG. 5 is a front view of a barge.

【図6】台船が浮上した状態を示す説明図である。FIG. 6 is an explanatory diagram showing a state in which the pontoon has floated.

【図7】台船をシフトさせた説明図である。FIG. 7 is an explanatory diagram in which a pontoon is shifted.

【図8】台船をドックの盤木上に据付けた様子を示す説
明図である。
FIG. 8 is an explanatory view showing a state in which the pontoon is installed on the board of the dock.

【図9】台船のバルブを開放させた説明図である。FIG. 9 is an explanatory view in which a valve of the ship is opened.

【図10】ドック内に注水し、ポンツーンを浮上させる
説明図である。
FIG. 10 is an explanatory diagram of pouring water into the dock to float the pontoon.

【図11】ポンツーンの出渠説明図である。FIG. 11 is an explanatory view of a pontoon outlet.

【図12】ドック内排水を示す説明図である。FIG. 12 is an explanatory diagram showing drainage in a dock.

【図13】台船浮上説明図である。FIG. 13 is an explanatory view of the levitation of a barge.

【図14】据付後、台船のバルブを開放させた説明図で
ある。
FIG. 14 is an explanatory diagram in which the valve of the barge is opened after installation.

【符号の説明】[Explanation of symbols]

1 乾ドック 2 架台 4 箱型台船 5 ポンツーン 13 盤木 9,11 注排水
手段
1 Dry Dock 2 Stand 4 Box-type Table 5 Pontoon 13 Wood 9, 9

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 乾ドック内の架台上に配設させた箱型台
船上でプレストレストコンクリート製ハイブリットポン
ツーンを建造した後、乾ドック内に注水して箱型台船を
浮上及びシフトさせ、次いで、乾ドック内の水を排水さ
せて箱型台船をドック内の盤木上に着底させ、しかる後
に、箱型台船の注排水手段を開放する一方、乾ドック内
に注水してプレストレストコンクリート製ハイブリット
ポンツーンのみを浮上進水させることを特徴とするプレ
ストレストコンクリート製ハイブリットポンツーン進水
方法。
1. A hybrid pontoon made of prestressed concrete is constructed on a box-type carrier arranged on a mount in a dry dock, and then water is poured into the dry-dock to float and shift the box-type carrier, and then, Pre-stressed concrete is poured into the dry dock while water is drained from the dry dock to allow the box-type ship to bottom on the board in the dock, and then the pouring and draining means of the box-type ship is opened. A method of launching a hybrid pontoon made of prestressed concrete, characterized in that only the made hybrid pontoon is floated.
JP15350195A 1995-06-20 1995-06-20 Method for launching prestressed concrete hybrid pontoon Withdrawn JPH092380A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15350195A JPH092380A (en) 1995-06-20 1995-06-20 Method for launching prestressed concrete hybrid pontoon

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15350195A JPH092380A (en) 1995-06-20 1995-06-20 Method for launching prestressed concrete hybrid pontoon

Publications (1)

Publication Number Publication Date
JPH092380A true JPH092380A (en) 1997-01-07

Family

ID=15563947

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15350195A Withdrawn JPH092380A (en) 1995-06-20 1995-06-20 Method for launching prestressed concrete hybrid pontoon

Country Status (1)

Country Link
JP (1) JPH092380A (en)

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