JPS6047112A - Construction of marine structure - Google Patents
Construction of marine structureInfo
- Publication number
- JPS6047112A JPS6047112A JP15537183A JP15537183A JPS6047112A JP S6047112 A JPS6047112 A JP S6047112A JP 15537183 A JP15537183 A JP 15537183A JP 15537183 A JP15537183 A JP 15537183A JP S6047112 A JPS6047112 A JP S6047112A
- Authority
- JP
- Japan
- Prior art keywords
- support leg
- upper body
- site
- purge
- auxiliary floating
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims description 5
- 238000010926 purge Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 6
- 241000257465 Echinoidea Species 0.000 claims description 2
- 238000007796 conventional method Methods 0.000 description 2
- 101100313164 Caenorhabditis elegans sea-1 gene Proteins 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/0034—Maintenance, repair or inspection of offshore constructions
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は、海洋構造物の構築方法、さらに訂しくは、
海底に設置されて海面上方に突出し１、二支持脚の上端
部に海面上刃に１１７置づる上部本体が固定された海洋
構造物を構築づる方法に関Ｊる。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for constructing a marine structure, and more particularly,
The present invention relates to a method for constructing a marine structure in which an upper body is fixed on the seabed and protrudes above the sea surface and is placed on a blade above the sea surface at the upper ends of supporting legs 1 and 2.
この秤の海洋構造物は、従来、上部本体をパージにのせ
て現地まで運搬し、予めｉ角底に設ｎされている支持脚
上にクレーン船の向上クレーンで上部本体を搭載して両
者を固定覆ることにＪ、り構築されている。ところが、
＞ｔＦｉＪニブラン１〜や石油掘削用の海洋構造物など
の場合は、上部本体の刈払、ｆＱｆｆｊが非常に人さい
ため、これを一体に建造して海上クレーンで御粘１ノて
支持脚上に搭載すること（よ不可能であり、海上クレー
ンの能力に応じ上部本体を比較的小バノの複数のブロッ
ク（モジュール）に分割して建造し、これらを下層のも
のから支持脚上に順次搭載し、そののら各ブロック間の
配管や配線などの接続作業を行なっている。したがつ−
Ｃ１気Ｚ！条件の厳しい海上での搭載作業および１八戦
後の接続作業の作業■が多く、能率が悪いＩこめ、」−
ｊｖＪが長く費用が増大するという問題がある。Conventionally, the offshore structure of this scale was transported to the site with the upper body placed on a purge, and the upper body was loaded with a crane of a crane ship onto the support legs that had been installed in advance on the square bottom, and both were mounted. A fixed covering is constructed. However,
> In the case of tFiJ Nibran 1~ or offshore structures for oil drilling, cutting the upper body and fQffj are very difficult, so build it as one piece and use a marine crane to attach it to the support legs. However, depending on the capacity of the offshore crane, the upper body is constructed by dividing it into multiple relatively small blocks (modules), and these are sequentially placed on the support legs starting from the lower layer. After that, we are making connections such as piping and wiring between each block.
C1 Ki Z! There was a lot of loading work at sea under harsh conditions and connection work after the 18th war, which was inefficient.
There is a problem that jvJ is long and costs increase.
この発明は、上記の問題を解決した合理的な海洋構造物
の構築方法を提供づることを目的とする。The purpose of this invention is to provide a rational method for constructing marine structures that solves the above problems.
このざｔ明による方法は、支持脚をＦＪｑ面下所定深さ
の位置で下側部分と上側部分に分割し、上部本体をパー
ジに載せて現地に運搬し、上部氷イホを現地に運搬した
のちｊ：たけそれＪ、でに上部本体に支持脚上側部分を
固定するとともに支持脚上側部分に補助浮体を取ｆＪ
＋ノた状態にしてＪ３さ、補助浮体の浮力調ｆｉｔ）に
より上部本体を持Ｊ−１ｙてパージから切離し、面域に
設置しておいた支持脚下側部分の上方に支持脚上側部分
がくるように補助浮体を移動さＵ、補助浮体の押ツノを
１！ｔｆｌＯＬ、ながら支持脚上側部分を支持脚下側部
分に固定Ｊ”ることを特徴どするものである。In this method, the support leg was divided into a lower part and an upper part at a predetermined depth below the FJq plane, the upper body was placed on a purge and transported to the site, and the upper ice block was transported to the site. Later j: Takesore J, then fix the upper part of the support leg to the upper body and attach the auxiliary floating body to the upper part of the support leg fJ
Hold the upper body using the buoyancy adjustment of the auxiliary floating body (J-1y) and separate it from the purge, so that the upper part of the support leg is above the lower part of the support leg that was installed in the surface area. Move the auxiliary floating body U, press the auxiliary floating body's horn 1! tflOL, the upper part of the support leg is fixed to the lower part of the support leg.
この発明によれば、海洋構造物を容易に横築Ｊることが
でき、従来のように海」ニラ１ノーンを使用して支持脚
上に上部本体を搭載する必要がない。したがって、大型
の海洋構造物であっても、海上クレーンの能力に関係な
く上部本体を質埋の行届い１〔工場内で一体に建造する
ことが１１能になるため、品質の高い海汀４構造物を得
ることができ、かつ上部本体のげ造に期を短縮すること
がＣきる。Ｊ、た、海１−クレーンにＪ、る上部本体の
搭載作業が不要で海上での配管および配線などの接続作
業が従来に比べて大幅に減少するため、現地におりる工
期を）、Ｇ縮りることができ、建造工期の７．ｉ７縮と
合わｔ！を海ＨＹ椙造物の＝１ストダウンが可能である
。さらに、上１部本体をパージに載Ｕて現地に運搬Ｊる
の（゛、上部本体はそれ自体浮）ｊをイ）するものでな
くてもよい・以下図面を参照してこの発明の詳細な説明
づる。According to the present invention, a marine structure can be easily built horizontally, and there is no need to mount the upper body on support legs using the conventional method. Therefore, even for large offshore structures, regardless of the capacity of the offshore crane, the upper body can be constructed in one piece in a factory, making it possible to construct the upper body in one piece. It is possible to obtain a new structure and shorten the period of construction of the upper body. J, T, Sea 1 - There is no need to install the upper body on a crane, and connection work such as piping and wiring at sea is significantly reduced compared to conventional methods, reducing the time required for on-site work), G 7. It can be shrunk and the construction period can be reduced. Combined with i7 contraction! It is possible to down the sea by 1 stroke. Furthermore, it is not necessary to place the upper main body on a purge and transport it to the site (the upper main body itself floats).Details of this invention will be described below with reference to the drawings I'll give you an explanation.
海汗横）青物の（ｌが築に先立ち、支持脚（１）を海面
下所定深さの位置で下側部分く２）と上側部分（３）に
分割し、ざらに上側部分（３）を上下２つに分割しでお
く。なＪ３、支持脚（１）の各部分は、中空のバイブに
よつ−Ｕ ４ｉ＋Ｓ成される。Before construction, the support leg (1) is divided into a lower part (2) and an upper part (3) at a predetermined depth below the sea surface. Divide into two parts, top and bottom. J3, each part of the support leg (1) is formed by a hollow vibrator.
そして、まず、造船所で上部本体（４）を一体に建造し
、このとき゛、下端に円１１１状突起（５）’ａ（＋ｉ
ｉｉえた支持脚−り側部分上部（６〉を上部氷イホ（４
）の下面に一体に設りてｉ５＜。次に、上部本体く／ｌ
）をパージ（７）に載Ｕ゛、これを現地（、−運！１Ｑ
−Ｊる（第１図参照）。なお、パージ（７）ＩＪ、Ｊｌ
ｌ進装置を備えた自航式のものでも、他の船にＪこつて
曳航されるものでもよい。First, the upper body (4) is built integrally at the shipyard, and at this time, the lower end has a circular 111-shaped protrusion (5)'a (+i
ii. Place the upper part of the support leg (6) on the upper ice (4).
) is installed integrally on the bottom surface of i5<. Next, the upper body
) in purge (7), put this in the local (, - luck! 1Q
-Jru (see Figure 1). In addition, purge (7) IJ, Jl
It may be self-propelled with a propeller or towed by another ship.
これど同時に、下９ｔ１に円１１］状突起（８）をセ１
１えた支持脚上側部分下部（９）を建造し、これに浮力
調節可能な補助浮（＊（ｉｏ）を取付（ブー（おく。そ
して、これらを上部本体（４）と−結にＪ、たは別に現
地に運１ｆＯ′ｉｌる。At the same time, set a circular 11] shaped protrusion (8) on the lower 9t1.
1.Construct the lower part of the upper part of the support leg (9), and attach the auxiliary float (*(io)) with adjustable buoyancy to it.Then, connect these to the upper body (4). There is no luck in getting to the site.
現地において、補助浮体（１０）の浮力調ｆｌｉｊにｊ
、り支持脚上側部分−Ｉ・部（９）を海面下に沈め、こ
れが上部本体（４）に固定された支持脚上側部分上部（
６）の真干にくるように補助浮体（１０）を移動させる
。ぞしで、補助？゛７体（１０）の）゛１ツノを調ｆｉ
ｉｆ Ｌながら、支持脚上側１ｌｌｉ分上部（６）下端
の突起（５）を支持ＩＩＩ：＋＋士側部分下部側部分下
部に挿入し、溶接により支持脚下側部分（３）の上部（
６）と上部（９）を連結づる（第２図参照）。これによ
って、１部本体（１１）に支持脚上側部分（３）を固定
りるどともにこの部分（３）に補助浮体（１０）を取（
＝ｊ’ ＬＪた状態になる。４【お、このような状態に
りる作業は、上部本体（４）を現地に運搬したのしまた
はそれまでの任意の段Ｉｖｉで行なえばよい。寸なりも
、支持脚上側部分Ｆ部（９）は、上部本体（４）を旧１
−るとさまたは上部氷（Ａ（４）をパージ（７）に載Ｕ
たときに支持脚上側部分上部（６）に連結して−ｂよい
。また、支持脚下側部分下部（９）（よ、現地で建造し
てもよい。支持面Ｆ側部分（３）は必ずしも十Ｆ２つに
分割する必要はなく、一体に汁潰した支持脚上側部分く
３）を、上部本体（／ｌ）を建造Ｊ°るとぎ、上部本体
く／Ｉ）をパージ（７）に載μだときまた（よ上部本体
（４）を現地に運搬したのちに上部本体〈４）に固定し
てもよい。また、支持脚上側部５） 、＜ ３ ）を固
定した上部本体（４）を現地に運Ｉ偵Ｊ−るＪ：うな場
合は、現地においで補助浮体（１０）を支持脚上側部分
（３）に取（ｊけてもよいし、それまでに取（＝Ｊりて
おいて゛しよい。At the site, adjust the buoyancy of the auxiliary floating body (10).
, the support leg upper part-I part (9) is submerged under the sea surface, and this is the support leg upper part upper part (9) fixed to the upper body (4).
6) Move the auxiliary floating body (10) so that it is dry. So, help? Adjust the 1 horn of 7 bodies (10)
If L, insert the protrusion (5) at the lower end of the upper part (6) of the upper part of the support leg into the lower part of the lower part of the support leg, and weld the upper part (3) of the lower part of the support leg (
6) and the upper part (9) (see Figure 2). By this, the support leg upper part (3) is fixed to the main body (11) and the auxiliary floating body (10) is attached to this part (3).
=j' The state becomes LJ. 4 [Oh, the work to get to this state can be done either on the train that transported the upper body (4) to the site or on any stage Ivi up to that point. Regardless of size, the support leg upper part F part (9) is the same as the upper main body (4).
- Place the top ice (A (4) on the purge (7))
When the upper part of the support leg is connected to the upper part (6) of the support leg, the support leg can be connected to the upper part (6) of the support leg. In addition, the lower part of the support leg (9) may be constructed on site.The support surface F side part (3) does not necessarily have to be divided into two parts, and the upper part of the support leg is crushed into one piece. 3), after constructing the upper body (/l), and placing the upper body (/I) on the purge (7), and after transporting the upper body (4) to the site, It may be fixed to the main body (4). In addition, if the upper body (4) to which the support leg upper part 5), ), or you can take it (=J) by then.
一方、望ましくは上部本体（４）が現地に到ン゛１ｔｌ
るまでに、支持脚下側部分（２）を現地の穐底に設置し
ておく。Meanwhile, it is preferable that the upper body (4) arrive at the site.
Before the installation, the lower part of the support leg (2) should be installed on the site.
そして、補助浮体（１０）の浮力調ＰＵ５により上部本
体（４）を持上げてパージ〈７）から切離し、上部本体
（４）に固定された支持脚上側部分（３〉が支持脚下側
部分（２）の真−ＬにくるＪ：うに補助浮体（１０）を
移動さけ、補助浮体（［１）の浮力を調節しながら、支
持脚」二側部分（３）下端の突起〈８）を支持器トド側
部分（２）上端に挿入し、溶接にＪ：り支持１１１．１
１ （１）の上側部分く３）と下側部分（２）を連結Ｊ
ろく第３図参照）。これによって、尚武に設置されＵ
７１１３面上方に突出した支持脚〈′１）の」口端部に
海面上方に位置する上部本体（４）が固定された海洋１
ｆＭ造物の主要部が完成づる。Then, the upper body (4) is lifted by the buoyancy control PU5 of the auxiliary floating body (10) and separated from the purge (7), and the upper part (3) of the support leg fixed to the upper body (4) is separated from the lower part (2) of the support leg. ) J: Avoid moving the sea urchin auxiliary floating body (10), and while adjusting the buoyancy of the auxiliary floating body (1), attach the protrusion (8) on the lower end of the second side part (3) of the support leg to the supporter. Insert into the upper end of the sea side part (2) and attach it to the welding support 111.1
1 Connect the upper part of (1) 3) and the lower part (2) J
(See Figure 3). As a result, the U
7113 Ocean 1 with an upper body (4) located above the sea surface fixed to the mouth end of the support leg ('1) protruding above the surface.
The main part of the fM structure is completed.
支持脚（１）の各部分の連結手段１よ、上記実施例のも
のに限らず、適宜変更可能である。The connecting means 1 for each part of the support leg (1) is not limited to that of the above embodiment, but can be modified as appropriate.
第１図〜第３図しよこの発明の９ご施例を工程順ｉこ示
り正面図である。
（１）・・・支持脚、（２）・・・支持脚下側部分、（
３３）・・・支持脚上側部分、（４）・・・土部本体、
（７）・・・パージ、（１０）・・・補助浮（水。
以 十
外４名FIGS. 1 to 3 are front views showing nine embodiments of the present invention in the order of steps. (1)...Support leg, (2)...Lower part of support leg, (
33)... Upper part of support leg, (4)... Dobe main body,
(7)...Purge, (10)...Auxiliary float (water. Other 4 people)
Claims (1)
に海面上方に位置する上部本体が固定された海洋（構造
物を４ｊ、ｉ築する方法であって、支持脚を海面下所定
深さの位置で下側部分と上側部分に分割し、上部本体を
パージに載せて現地に運搬し、上部本体を現地に運搬し
たのらまたはそれまでに上部本体に支持脚上側部分を固
定するとともに支持脚上側部分に補助浮体をＩＩＭ （
＝Ｊ１〕だ状態にしておさ、補助浮体の淫力調Ｉｔｉｉ
Ｉこｊ、り上部本体を持上げてパージから明朗１し、
海底に設置しておいた支持脚下側部分の上方に支持脚上
側部分がくるＪ：うに補助浮体を移動さＵ、補助浮体の
浮ツノを調節しながら支持脚上側部分を支持脚下側部分
に固定Ｊることを特徴とする海洋構造物の４１ｉ築力法
。A method of building a structure in the ocean (4j, i) in which an upper body located above the sea surface is fixed to the upper end of the support leg that is installed on the seabed and protrudes above the sea surface, and the support leg is placed at a predetermined depth below the sea surface. The upper body is placed on a purge and transported to the site, and the upper part of the support leg is fixed to the upper body at or before the upper body is transported to the site. IIM (
=J1] Leave it in that state, the auxiliary floating body's lewdness Itiii
Lift up the upper body and clean it from the purge.
The upper part of the support leg is above the lower part of the support leg that was installed on the seabed J: Move the sea urchin auxiliary floating body U, fix the upper part of the support leg to the lower part of the support leg while adjusting the floating horn of the auxiliary floating body. 41i construction force method for offshore structures characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15537183A JPS6047112A (en) | 1983-08-25 | 1983-08-25 | Construction of marine structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15537183A JPS6047112A (en) | 1983-08-25 | 1983-08-25 | Construction of marine structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6047112A true JPS6047112A (en) | 1985-03-14 |
Family
ID=15604464
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15537183A Pending JPS6047112A (en) | 1983-08-25 | 1983-08-25 | Construction of marine structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6047112A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01262146A (en) * | 1988-04-13 | 1989-10-19 | Fujitsu Ltd | Printing of hunkul alphabet |
-
1983
- 1983-08-25 JP JP15537183A patent/JPS6047112A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01262146A (en) * | 1988-04-13 | 1989-10-19 | Fujitsu Ltd | Printing of hunkul alphabet |
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