JPS5858273B2 - How to land large structures - Google Patents

How to land large structures

Info

Publication number
JPS5858273B2
JPS5858273B2 JP872378A JP872378A JPS5858273B2 JP S5858273 B2 JPS5858273 B2 JP S5858273B2 JP 872378 A JP872378 A JP 872378A JP 872378 A JP872378 A JP 872378A JP S5858273 B2 JPS5858273 B2 JP S5858273B2
Authority
JP
Japan
Prior art keywords
trailer
tank
surface plate
towing
recesses
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
JP872378A
Other languages
Japanese (ja)
Other versions
JPS54102796A (en
Inventor
忠麿 藤原
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 JP872378A priority Critical patent/JPS5858273B2/en
Publication of JPS54102796A publication Critical patent/JPS54102796A/en
Publication of JPS5858273B2 publication Critical patent/JPS5858273B2/en
Expired legal-status Critical Current

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  • Ship Loading And Unloading (AREA)
  • 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、これを所要地に据え付けるために
海上輸送するにあたって、曳航用タンクの浮力により大
型構造物を海上に浮揚させて目的地まで曳航した場合に
、大型構造物を陸上げする方法に関する。
DETAILED DESCRIPTION OF THE INVENTION This invention provides a method for building large structures, such as blocks constituting a plant, and transporting them by sea to install them at a desired location. This invention relates to a method for bringing a large structure ashore when it is floated and towed to a destination.

プラント建設方法として、プラントを複数のブ田ツクに
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 these blocks to the construction site and installing them 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(1)程度と推定される。
The weight of such a plant block is 500 (t) ~
It is estimated to be around 1600(1).

しかし通常ドック等に既設の大型クレーンの吊り能力は
最大700(を庖度であるから、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。
However, the lifting capacity of large cranes already installed at docks and the like is usually 700 m (maximum), 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海上輸
送した場合に、これを安全にかつ確実に陸上げすること
のでき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 this invention is to provide a method that can safely and reliably bring a large structure onto land when the weight exceeds the lifting capacity of a crane and is transported by sea.

この目的を達成するためにこの発明による大型構造物の
陸上げ方法は、陸上げ目的海岸に海上輸送されてきた大
型構造物の下方両側に配置せられている曳航用タンクを
導入し得かつ陸地に向かってくぼまされた2つの凹所と
、両凹所の間に陸地に続いた1つのトレーラ・ステーシ
ョンとを設け、両凹所内に両側の曳航用タンクを導入し
たのち、トレーラ・ステーションに重量物運搬用トレー
ラを入れて大型構造物を上記トレーラ上に搭載すること
を特徴としている。
In order to achieve this object, the method for landing a large structure according to the present invention can introduce towing tanks placed on both sides of the bottom of the large structure that has been transported by sea to the destination coast. Two recesses are provided, and a trailer station connected to the land is provided between the two recesses. After introducing the towing tanks on both sides into the recesses, the trailer station is equipped with a trailer station. The feature is that a trailer for transporting goods is inserted and a large structure is mounted on the trailer.

以下、図面を参照して詳しく説明する。A detailed description will be given below with reference to the drawings.

第1図ないし第3図において、ドック1の底面上に曳航
用タンク2を配置し、これらのタンク2上に現地据え付
は時の基礎となる定盤3をクレーン(図示時)によって
載置する。
In Figures 1 to 3, towing tanks 2 are placed on the bottom of the dock 1, and a surface plate 3, which will serve as the foundation for on-site installation, is placed on top of these tanks 2 by a crane (as shown). do.

このとき、タンク2は定盤3の両側付近に位置するよう
にする。
At this time, the tank 2 is positioned near both sides of the surface plate 3.

そして、定盤3上に大型構造物Pを組立て、必要ならば
管の配設、および機器類の設置もこのときに行なう。
Then, the large structure P is assembled on the surface plate 3, and if necessary, pipes and equipment are also installed at this time.

定盤3は図示のものでは盤状のものではなく骨組だけの
ものであるが、定盤には現場据え付は時の基礎となるす
べてのものが含まれる。
Although the surface plate 3 shown in the figure is not plate-like but only a frame, the surface plate includes everything that will serve as the basis for installation on site.

曳航用タンク2と定盤3との固定は、たとえばタンク2
上面に取付部材4を固着しておき、ボルト・ナツト5を
用いて取付部材4を定盤3に固定するとよい。
For example, the towing tank 2 and the surface plate 3 are fixed to each other.
It is preferable to fix the mounting member 4 to the upper surface and fix the mounting member 4 to the surface plate 3 using bolts and nuts 5.

タンク2内には重心調整用固形物パラスト(たとえばコ
ンクリートなど)6を備え付けておくとともに、バラス
ト水沈・排水ロア、間管18、および空気抜孔9を設け
ておく。
Inside the tank 2, a solid material ballast (for example, concrete) 6 for adjusting the center of gravity is provided, as well as a ballast submergence/drainage lower, an intermediate pipe 18, and an air vent hole 9.

また、ドック1に近接して、バラスト水沈・排水ポンプ
10、同制御弁11、および同配管12等の諸設備を設
置しておく。
Further, various equipment such as a ballast submersion/drainage pump 10, a ballast control valve 11, and a ballast piping 12 are installed in the vicinity of the dock 1.

このようにして構造物Pの組立てが完了すると、タンク
2内を空にしてドック1内に注水し、タンク2によって
構造物Pを浮上させる。
When the assembly of the structure P is completed in this manner, the tank 2 is emptied and water is poured into the dock 1, and the structure P is floated by the tank 2.

第4図に示すように複数の浮揚している構造物Pを相互
に連結し、バラスト調整を終えたのち、タグ・ボート1
3によって目的地に向けて曳航する。
As shown in Figure 4, after interconnecting multiple floating structures P and completing ballast adjustment, the tug boat 1
3 to tow it towards its destination.

第5図ないし第7図に示すように、構造物Pを陸上げす
べき目的地の海岸Sには両側の曳航用タンク2間隔に合
わせて曳航用タンク2を導入しうる陸地に向かってくぼ
まされた凹所21をつくっておく。
As shown in Figures 5 to 7, on the coast S of the destination where the structure P is to be brought ashore, a depression is made toward the land where the towing tank 2 can be introduced in accordance with the spacing between the towing tanks 2 on both sides. A recess 21 is made in advance.

換言すれば、これらの凹所21は海に向って開いている
In other words, these recesses 21 are open towards the sea.

両凹所21間には陸地に続いた1つのトレーラ・ステー
ション22が設けられている。
A trailer station 22 connected to the land is provided between the two recesses 21.

タンク2上の構造物Pを凹所21の近くまで曳航したの
ち、陸上のウィンチ23によって、構造物Pを牽引し、
両側の曳航用タンク2を両凹所21内に導き入れる。
After towing the structure P on the tank 2 close to the recess 21, the structure P is towed by the winch 23 on land,
The towing tanks 2 on both sides are introduced into both recesses 21.

そしてトレーラ・ステーション22の上方に位置した定
盤3の下方の間隙に重量物運搬用トレーラ24を入れ、
そのままの状態でタンク2内にバラスト水を注入して構
造物Pをやや下降させる。
Then, a trailer 24 for transporting heavy goods is placed in the gap below the surface plate 3 located above the trailer station 22,
In this state, ballast water is injected into the tank 2 and the structure P is lowered slightly.

すると、構造物Pが組立てられている定盤3がトレーラ
24上に乗るから、タンク2を定盤3から分離すれば、
定盤3上の構造物Pは完全にトレーラ24上に搭載され
る。
Then, the surface plate 3 on which the structure P is assembled is placed on the trailer 24, so if the tank 2 is separated from the surface plate 3,
The structure P on the surface plate 3 is completely mounted on the trailer 24.

この後、構造物Pはトレーラ24によって建設地まで陸
上輸送される。
Thereafter, the structure P is transported overland to the construction site by the trailer 24.

なお、タンク2内にバラスト水を注入する代わりに、ジ
ヤツキ付トレーラを用いジヤツキ・アップさせて構造物
Pをトレーラ手に移乗させることもできる。
Note that instead of injecting ballast water into the tank 2, it is also possible to use a trailer with a jack to jack it up and transfer the structure P to the trailer.

1第8図ないし第13図は大型建造
物を建造してからこれを曳航用タンクに取付けるまでの
他の例を示している。
1. Figures 8 through 13 show other examples of the process from the construction of a large building to its attachment to a towing tank.

ここでは盤木31上で大型構造物Pを建造している。Here, a large structure P is being constructed on board 31.

すなわち、まずドック1の底面上の所要位置に盤木31
を配置し、この盤木31上に定盤3を載置する。
That is, first, place the board 31 at the required position on the bottom of the dock 1.
is arranged, and the surface plate 3 is placed on this board 31.

そして、この定盤3上に大型構造物Pを組立て(第8図
)、完成後、定盤3の下方に補助タンク32を搬入する
(第9図)。
Then, the large structure P is assembled on this surface plate 3 (FIG. 8), and after completion, the auxiliary tank 32 is carried under the surface plate 3 (FIG. 9).

補助タンク32の搬入はドック1の底面上に配設された
ローラ33上を滑走させて行なうとよい。
The auxiliary tank 32 is preferably carried in by sliding on rollers 33 disposed on the bottom surface of the dock 1.

またこの補助タンク32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。
Further, this auxiliary tank 32 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32を定盤3の下面に取付ける(第1
0図)。
Next, attach the auxiliary tank 32 to the bottom surface of the surface plate 3 (first
Figure 0).

この後、ドック内に海水を注入し、索33を用いて構造
物Pを定盤ごと吊り上げる(第11図)。
After that, seawater is injected into the dock, and the structure P is lifted up along with the surface plate using the cable 33 (FIG. 11).

タンク32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 32 acts on the structure P, it is possible to lift the structure P even if the gravity of the structure P exceeds the lifting capacity of the crane.

構造物Pを吊り上げたまま、架台34および曳航用タン
ク2が用意されている場所に移し、構造物Pを架台34
上に一旦載置する(第12図)。
While the structure P is being lifted, move it to a place where the pedestal 34 and the towing tank 2 are prepared, and then move the structure P to the pedestal 34.
Place it on top (Fig. 12).

そして、ドック内の海水を排出して補助タンク32を取
り去るとともに曳航用タンク2を定盤3下面に取付ける
Then, the seawater in the dock is discharged and the auxiliary tank 32 is removed, and the towing tank 2 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2は構
造物Pを浮かせるた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2によって浮揚される(第13図
)。
Finally, when water is poured into the dock again, the towing tank 2 has sufficient buoyancy to float the structure P.
The structure P is levitated by this tank 2 (FIG. 13).

そしてこの状態でタンク2を建設予定地まで曳航し、構
造物Pを運搬する。
In this state, the tank 2 is towed to the planned construction site and the structure P is transported.

以上のようにこの発明の方法によれば、曳航用タンクの
浮力により大型構造物を海上に浮揚させて目的地まで曳
航した場合、クレーンその他の設備を全く用いずに単に
海岸に2つの凹所と、両凹所にトレーラ・ステーション
をつくっておくというだけできわめて容易にかつ確実に
構造物を運搬用トレーラ上に陸上げすることができる。
As described above, according to the method of the present invention, when a large structure is floated on the sea by the buoyancy of a towing tank and towed to a destination, two depressions are simply placed on the coast without using any cranes or other equipment. By simply creating trailer stations in both recesses, the structure can be extremely easily and reliably landed on a transport trailer.

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

第1図ないし第7図はこの発明を実施した一例を示し、
第1図はドック全体の平面図、第2図は大型構造物の正
面図、第3図は同平面図、第4図は曳航状態を示す側面
図、第5図は陸上げ状態を示す平面図、第6図は同側面
図、第7図は同正面図である。 第8図ないし第13図は大型建造物をドック内で建造し
てからこれを曳航用タンクに取付けるまでの作業手順を
順次示す正面図である。 2・・・・・・曳航用タンク、21・・・・・・凹所、
22・・・・・・トレーラ・ステーション、24・・・
・・・重量物運搬用トレーラ、P・・・・・・大型構造
物、S・・・・・・海岸。
Figures 1 to 7 show an example of implementing this invention,
Figure 1 is a plan view of the entire dock, Figure 2 is a front view of the large structure, Figure 3 is the same plan view, Figure 4 is a side view showing the towed state, and Figure 5 is a plan view showing the landing state. FIG. 6 is a side view of the same, and FIG. 7 is a front view of the same. FIGS. 8 to 13 are front views sequentially showing the work procedure from constructing a large building in a dock to attaching it to a towing tank. 2...Tow tank, 21...Recess,
22... Trailer station, 24...
...Trailer for transporting heavy goods, P...Large structure, S...Coast.

Claims (1)

【特許請求の範囲】[Claims] 1 陸上げ目的海岸Sに海上輸送されてきた大型構造物
Pの下方両側に配置せられている曳航用タンク2を導入
し得かつ陸地に向かってくぼまされた2つの凹所21と
、両凹所の間に陸地に続いた1つのトレーラ・ステーシ
ョン22とを設け、両凹所内に両側の曳航用タンク2を
導入したのち、トレーラ・ステーション22に重量物運
搬用トレーラ24を入れて大型構造物Pを上記トレーラ
24上に搭載することを特徴とする大型構造物の陸上げ
方法。
1. Two recesses 21 that can accommodate the towing tank 2 placed on both sides below the large structure P that has been transported by sea to the coast S for landing purposes and are recessed toward the land, and a double recess. After installing one trailer station 22 that continues to the land between the two recesses and introducing the towing tanks 2 on both sides into the two recesses, a trailer 24 for transporting heavy goods is placed in the trailer station 22 and a large structure is transported. A method for landing a large structure, characterized by loading P on the trailer 24.
JP872378A 1978-01-27 1978-01-27 How to land large structures Expired JPS5858273B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP872378A JPS5858273B2 (en) 1978-01-27 1978-01-27 How to land large structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP872378A JPS5858273B2 (en) 1978-01-27 1978-01-27 How to land large structures

Publications (2)

Publication Number Publication Date
JPS54102796A JPS54102796A (en) 1979-08-13
JPS5858273B2 true JPS5858273B2 (en) 1983-12-24

Family

ID=11700862

Family Applications (1)

Application Number Title Priority Date Filing Date
JP872378A Expired JPS5858273B2 (en) 1978-01-27 1978-01-27 How to land large structures

Country Status (1)

Country Link
JP (1) JPS5858273B2 (en)

Also Published As

Publication number Publication date
JPS54102796A (en) 1979-08-13

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