JPS593318B2 - How to transport a large constructed structure from a dock to a floating body for waiting transportation - Google Patents

How to transport a large constructed structure from a dock to a floating body for waiting transportation

Info

Publication number
JPS593318B2
JPS593318B2 JP872478A JP872478A JPS593318B2 JP S593318 B2 JPS593318 B2 JP S593318B2 JP 872478 A JP872478 A JP 872478A JP 872478 A JP872478 A JP 872478A JP S593318 B2 JPS593318 B2 JP S593318B2
Authority
JP
Japan
Prior art keywords
dock
surface plate
floating body
barge
crane
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
JP872478A
Other languages
Japanese (ja)
Other versions
JPS54102795A (en
Inventor
行 宇治
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen Corp
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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP872478A priority Critical patent/JPS593318B2/en
Publication of JPS54102795A publication Critical patent/JPS54102795A/en
Publication of JPS593318B2 publication Critical patent/JPS593318B2/en
Expired legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【発明の詳細な説明】 この発明は、大型構造物たとえばプラントを構成するブ
ロックなどを建造し、これを所要地に運搬して据え付け
るために建造場所であるドックから待機運搬用浮体まで
建造大型構造物を搬出する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION This invention is a method for constructing large structures, such as blocks constituting a plant, and transporting and installing them to a desired location, from a dock, which is a construction site, to a floating body for waiting and transporting large structures. Concerning how to move things out.

プラント建設方法として、プラントを複数のブロックに
分け、各ブロックを定盤上に組立てたのち、これを建設
地に運搬して予め整地された現場にそのまま据え付け、
現場での基礎工事および組立てを省略しようという方法
が検討されている。
The plant construction method involves dividing the plant into multiple blocks, assembling each block on a surface plate, then transporting it to the construction site and installing it as is on the pre-levelled site.
Methods are being considered to omit foundation work and assembly on site.

この方法を実現するためには、組立てられたプラント・
ブロックの搬出、運搬および搬入方法が前もって解決さ
れなければならない。
In order to realize this method, the assembled plant
The method of unloading, transporting and loading the blocks must be worked out in advance.

このようなプラント・ブロックの重量は500 (t)
〜1600(t)程度と推定される。
The weight of such a plant block is 500 (t)
It is estimated to be about 1600 (t).

プラント・ブロックをドック内で組立てると仮定すると
、ドックに装備されている大型クレーンの吊り能力は最
大700(t)程度であるから、プラント・ブロックの
重量はクレーンの吊り能力を超える場合が多い。
Assuming that the plant blocks are assembled in the dock, the maximum lifting capacity of a large crane installed on the dock is approximately 700 (t), so the weight of the plant block often exceeds the lifting capacity of the crane.

この発明は、上記実情に鑑みてなされたものであって、
重量がクレーンの吊り能力を超える大型構造物を、より
大きな吊り能力を有するクレーンを新たに設備すること
なく安全にかつ確実に搬出しうる方法を提供することを
目的としている。
This invention was made in view of the above circumstances, and
The purpose of the present invention is to provide a method for safely and reliably transporting a large structure whose weight exceeds the lifting capacity of a crane without installing a new crane with a larger lifting capacity.

この発明によるドックから運搬用浮体までの建造大型構
造物の搬出方法は、上記の目的を達成するために、ドッ
ク底面に配置せられた盤木上に現地据え付は時の義礎と
なる定盤を載置し、この定盤上に大型構造物を組立てた
のち、上記定盤の下面に補助タンクを取付け、ドック内
に張水して、クレーンで大型構造物をのせた定盤を吊り
上げるとともに上記補助タンクの浮力によりクレーンの
吊り上げ力を補助し、大型構造物を定盤ごと運搬用浮体
が待機している場所まで移動させることを特徴とするも
のである。
In order to achieve the above-mentioned purpose, the method of carrying out a large constructed structure from a dock to a floating body for transportation according to the present invention is based on the method of carrying out on-site installation on a board placed on the bottom of a dock. After placing a board and assembling a large structure on this surface plate, attach an auxiliary tank to the bottom of the surface plate, fill the dock with water, and use a crane to lift the surface plate with the large structure on it. In addition, the lifting force of the crane is assisted by the buoyancy of the auxiliary tank, and the large structure is moved along with the surface plate to a location where a floating body for transportation is waiting.

ここで運搬用浮体とは、曳航用タンクおよびパージを指
す。
Here, the transportation floating body refers to the towing tank and purge.

以下、図面を参照してさらに詳しく説明する。A more detailed explanation will be given below with reference to the drawings.

まずドックの底面1上の所要位置に盤木2を配置し、こ
の盤木2上に現地据え付は時の基礎となる定盤3をクレ
ーン(図示略)によって載置する。
First, a board 2 is placed at a predetermined position on the bottom surface 1 of the dock, and a surface plate 3, which will serve as a foundation for on-site installation, is placed on the board 2 by a crane (not shown).

定盤3には盤状のもののみならずたとえば骨組だけのも
のなど現場据え付けの基礎となるもののすべてが含まれ
る。
The surface plate 3 includes not only plate-shaped items but also all items that serve as the basis for installation on site, such as only a frame.

そして、この定盤3上に大型構造物Pを組立て、必要な
管の配設、および機器類の設置を行なう(第1図参照)
Then, a large structure P is assembled on this surface plate 3, and the necessary pipes and equipment are installed (see Figure 1).
.

構造物Pの完成後、定盤3の下方に補助タンク4を搬入
する(第2図参照)。
After the structure P is completed, the auxiliary tank 4 is carried under the surface plate 3 (see Fig. 2).

補助タンク4の搬入は底面1上に配設されたローラ5上
を滑走させて行なうとよい。
The auxiliary tank 4 is preferably carried in by sliding on rollers 5 disposed on the bottom surface 1.

まだこの補助タンク4は、構造物Pの重量に対してクレ
ーンの吊り能力が不足する分の浮力を持つ大きさにつく
られる。
However, this auxiliary tank 4 is made to have a size that has enough buoyancy to compensate for the insufficient lifting capacity of the crane relative to the weight of the structure P.

つぎに補助タンク4を定盤3の下面に取付ける(第3図
参照)。
Next, attach the auxiliary tank 4 to the bottom surface of the surface plate 3 (see Figure 3).

この後、ドック内に海水を注入し、索6を用いて構造物
Pをのせた定盤3を吊り上げる(第4図参照)。
After this, seawater is injected into the dock, and the surface plate 3 on which the structure P is placed is lifted up using the cable 6 (see FIG. 4).

タンク4の浮力が構造物Pに働くので、構造物Pの重力
がクレーンの吊り能力を超える場合であっても構造物P
を吊り上げることが可能である。
Since the buoyancy of the tank 4 acts on the structure P, even if the gravity of the structure P exceeds the lifting capacity of the crane, the structure P
It is possible to lift.

構造物Pを吊り上げたまま、架台7および曳航用タンク
8が用意されている場所に移し、構造物Pを架台7上に
一旦載置する(第5図参照)。
The structure P is moved while being lifted to a location where the pedestal 7 and the towing tank 8 are prepared, and the structure P is temporarily placed on the pedestal 7 (see FIG. 5).

そして、ドック内の海水を排出して補助タンク4を取り
去るとともに曳航用タンク8を定盤3下面に取付ける。
Then, the seawater in the dock is discharged, the auxiliary tank 4 is removed, and the towing tank 8 is attached to the lower surface of the surface plate 3.

最後に、ドック内に再び注水すると曳航用タンク8は構
造物Pを浮かせるだめの充分な浮力を有しているので、
構造物Pはこのタンク8によって浮揚される(第6図参
照)。
Finally, when water is poured into the dock again, the towing tank 8 has sufficient buoyancy to float the structure P.
The structure P is floated by this tank 8 (see FIG. 6).

そしてこの状態でタンク8を建設予定地まで曳航し、構
造物Pを定盤3ごと運搬する。
In this state, the tank 8 is towed to the planned construction site, and the structure P is transported together with the surface plate 3.

曳航用タンク8に代えてバージ9に構造物Pを搭載する
ことも可能である。
It is also possible to mount the structure P on the barge 9 instead of the towing tank 8.

定盤3上の構造物Pをタンク4の浮力の助けをかりてク
レーンで吊り上げたまま(第4図)、予め沈められてい
るバージ9の上方に移動し、バージ9の甲板上に支持台
10を介して構造物Pを搭載する(第7図参照)。
While the structure P on the surface plate 3 is lifted by a crane with the help of the buoyancy of the tank 4 (Fig. 4), it is moved above the barge 9 which has been sunk in advance, and a support platform is placed on the deck of the barge 9. The structure P is mounted through the structure P (see FIG. 7).

バージ9はサブマージプル・バージであればそれ自体で
沈下することができ、通常のバージであればドック内に
曳き入れたのちドッグ・サイドからバージのタンク内に
注水することによりバージ9を沈下させることができる
If barge 9 is a submerged pull barge, it can sink by itself; if it is a regular barge, barge 9 can be lowered by towing it into the dock and then injecting water into the barge's tank from the dog side. be able to.

構造物Pを沈下しているバージ9上にセットしたのち、
バージ9を浮上させれば構造物Pもまた浮上し、この状
態で構造物Pを目的地に運搬することができる。
After setting the structure P on the submerged barge 9,
If the barge 9 is floated, the structure P will also float, and in this state, the structure P can be transported to the destination.

バージ9が通常のバージの場合には、構造物Pをバージ
9上にセットしたのちドック内の海水を排水し、このと
きバージ9内のバラストも同時に排水して、再びドック
内に注入すればこれにともないバージ9は自ら浮上する
If the barge 9 is a normal barge, after setting the structure P on the barge 9, drain the seawater in the dock, drain the ballast in the barge 9 at the same time, and inject it into the dock again. As a result, Barge 9 floats up on its own.

構造物Pをバージ9で運搬すると、バージは乾舷が高い
ので構造物Pに直接海水がかぶらず安全であるという利
点がある。
When the structure P is transported by the barge 9, the barge has a high freeboard, so there is an advantage that the structure P is not directly covered with seawater and is safe.

以上のようにこの発明の方法によれば、大型構造物をド
ック内で建造した場合、構造物の重量がクレーンの吊り
能力を超えていてもより大きな吊り能力を持つクレーン
を新たに建造する必要がなく、容易にかつ確実に組立て
た大型構造物を曳航用タンクまたはバージに搭載し、ド
ックから待機運搬用浮体まで搬出することが可能となる
As described above, according to the method of the present invention, when a large structure is built in a dock, even if the weight of the structure exceeds the lifting capacity of the crane, it is necessary to construct a new crane with a larger lifting capacity. This makes it possible to easily and reliably assemble a large structure, load it onto a towing tank or barge, and transport it from the dock to a waiting floating body.

しかも、補助タンクはクレーンの吊り能力の不足分を補
う程度のものであるからそれほど大きなものは必要ない
Furthermore, since the auxiliary tank is just enough to make up for the lack of lifting capacity of the crane, it does not need to be very large.

そして、補助タンクは構造物を搬出するときにのみ用い
るので1セツトだけあれば充分であって、多数は必要な
い。
Since the auxiliary tank is used only when transporting the structure, only one set is sufficient, and a large number are not required.

また、構造物は盤木上に定盤を載置して組立てているか
ら通常の盤木を用意すればよく、その高さも通常用いる
程度でよいから何ら新たな盤木を製造する必要がないし
、定盤を利用してその下面に補助タンクをつけうるから
、きわめて便利である。
In addition, since the structure is assembled by placing a surface plate on a board, you only need to prepare a normal board, and its height can be the same as that normally used, so there is no need to manufacture a new board. This is extremely convenient because an auxiliary tank can be attached to the bottom of the surface plate.

また大型構造物の組立て時に使用された定盤は、大型構
造物とともに運搬用浮体が待機している場所まで移動さ
せられ、大型構造物の現地据え付は時の基礎となされる
ものであるから、定盤がきわめて有効に使用せられるこ
とになる。
In addition, the surface plate used when assembling the large structure is moved together with the large structure to the location where the transportation floating body is waiting, and the on-site installation of the large structure is the basis of time. , the surface plate can be used extremely effectively.

そして大型構造物を組立てだあとは、これをのせた定盤
をクレーンで吊り上げるので、大型構造物と定盤間に強
固な連結手段を必要としない。
After the large structure is assembled, the surface plate on which it is placed is lifted by a crane, so there is no need for a strong connection between the large structure and the surface plate.

大型構造物側をクレーンで吊り上げると、大型構造物自
体その吊り上げに耐えうる強度を必要とするし、下にあ
る定盤と大型構造物とを確実に連結しておく必要がある
が、この発明によれば、このような配慮を必要としない
When a large structure is lifted by a crane, the large structure itself needs to be strong enough to withstand the lifting, and it is also necessary to securely connect the large structure to the surface plate below. According to , such consideration is not required.

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

第1図ないし第6図はこの発明の実施手順をそれぞれ示
す側面図であり、第7図および第8図は大型構造物をバ
ージに搭載する場合の実施手順をそれぞれ示す側面図で
ある。 1・・・・・・ドックの底面、2・・・・・・盤木、3
・・・・・・定盤、4・・・・・・補助タンク、8・・
・・・・運搬用浮体(曳航用タンク)、9・・・・・・
バージ、P・・・・・・大型構造物。
1 to 6 are side views showing the procedure for implementing the present invention, and FIGS. 7 and 8 are side views showing the procedure for mounting a large structure on a barge, respectively. 1...Bottom of dock, 2...Board, 3
......Surface plate, 4...Auxiliary tank, 8...
...Transportation floating body (towing tank), 9...
Barge, P...Large structure.

Claims (1)

【特許請求の範囲】[Claims] 1 ドック底面1に配置せられた盤木2上に現地据え付
は時の基礎となる定盤3を載置し、この定盤3上に大型
構造物Pを組立てたのち、上記定盤3の下面に補助タン
ク4を取付け、ドック内に張水して、クレーンで大型構
造物Pをのせた定盤3を吊り上げるとともに上記補助タ
ンク4の浮力によりクレーンの吊り上げ力を補助し、大
型構造物Pを定盤3ごと運搬用浮体8が待機している場
所まで移動させることを特徴とするドックから運搬用浮
体までの建造大型構造物の搬出方法。
1 Place the surface plate 3, which will serve as the foundation for on-site installation, on the board 2 placed on the bottom surface 1 of the dock, and after assembling the large structure P on this surface plate 3, An auxiliary tank 4 is attached to the bottom of the dock, water is filled in the dock, and a crane is used to lift the surface plate 3 on which the large structure P is placed, and the buoyancy of the auxiliary tank 4 assists the lifting force of the crane, allowing the large structure to be lifted. A method for carrying out a large-scale constructed structure from a dock to a floating body for transportation, characterized by moving P along with the surface plate 3 to a place where a floating body for transportation 8 is waiting.
JP872478A 1978-01-27 1978-01-27 How to transport a large constructed structure from a dock to a floating body for waiting transportation Expired JPS593318B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP872478A JPS593318B2 (en) 1978-01-27 1978-01-27 How to transport a large constructed structure from a dock to a floating body for waiting transportation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP872478A JPS593318B2 (en) 1978-01-27 1978-01-27 How to transport a large constructed structure from a dock to a floating body for waiting transportation

Publications (2)

Publication Number Publication Date
JPS54102795A JPS54102795A (en) 1979-08-13
JPS593318B2 true JPS593318B2 (en) 1984-01-23

Family

ID=11700890

Family Applications (1)

Application Number Title Priority Date Filing Date
JP872478A Expired JPS593318B2 (en) 1978-01-27 1978-01-27 How to transport a large constructed structure from a dock to a floating body for waiting transportation

Country Status (1)

Country Link
JP (1) JPS593318B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104527940B (en) * 2014-12-09 2017-02-22 中国海洋石油总公司 Ocean platform block offshore double-boat integral migration method

Also Published As

Publication number Publication date
JPS54102795A (en) 1979-08-13

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