JPS62182310A - Structure for icy sea - Google Patents
Structure for icy seaInfo
- Publication number
- JPS62182310A JPS62182310A JP2113386A JP2113386A JPS62182310A JP S62182310 A JPS62182310 A JP S62182310A JP 2113386 A JP2113386 A JP 2113386A JP 2113386 A JP2113386 A JP 2113386A JP S62182310 A JPS62182310 A JP S62182310A
- Authority
- JP
- Japan
- Prior art keywords
- water
- ballast tank
- seabed
- sea
- buoyant body
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 3
- 239000005457 ice water Substances 0.000 description 7
- 238000009434 installation Methods 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は氷海域において海底資源開発作業等を行なう氷
海用構造物に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a structure for use in ice-covered seas for conducting seabed resource development work, etc. in ice-cold sea areas.
(従来の技術)
第9図は従来のモノボッド型の氷海用構造物を示し、海
底面に着底する下部構造体(Al上に立設された1本の
脚柱(B)の上端に、海面上に突出する掘削作業用の上
部構造体(C)を支承して構成されている。(Prior art) Fig. 9 shows a conventional monobod type ice-water structure, in which a lower structure (one pedestal (B) erected on Al) that touches the bottom of the seabed has a It is configured to support an upper structure (C) for excavation work that protrudes above the sea surface.
(発明が解決しようとする問題点)
前記従来のモノボッド型の水海構造物は、氷荷重を受け
る部分が小さいので、巨大な氷荷重を受けないという利
点があるが、下記のような問題点がある。(Problems to be Solved by the Invention) The conventional monobod type water-sea structure described above has the advantage of not receiving huge ice loads because the portion that receives ice loads is small, but it has the following problems. There is.
(1)曳航時、下部構造体の浮力が少ないために吃水が
深くなり、稼動地までの曳航時に不利となる。(1) During towing, the buoyancy of the lower structure is low, resulting in deep water, which is disadvantageous when towing to the operating site.
(11)建造時に洋上にて上部構造体を脚柱の上に搭載
する作業において、水線面積が小さく、十分な安定性能
が得られ々い。(11) In the work of mounting the superstructure on the pedestal at sea during construction, the water line area is small, making it difficult to obtain sufficient stability.
(it 構造物を設置海域で着底させる時、水線面積
が小さく十分な安定性能を得られない。(When the structure is placed on the bottom in the sea area where it is installed, the water line area is small and sufficient stability cannot be achieved.
上述のような問題点を解決するために従来のモノボッド
型氷海用構造物では、第10図に示すように、上部構造
体(C1を脚柱(B)に沿って上下動可動としたジヤツ
キシステムを有する氷海用構造物が提案されているが、
構造が複雑で大型化し、コストが嵩むという問題点があ
った。In order to solve the above-mentioned problems, in conventional monobod ice-water structures, as shown in Fig. Ice structures with systems have been proposed, but
There were problems in that the structure was complicated and large, and the cost increased.
(問題点を解決するだめの手段)
本発明はこのような問題点を解決するために提案された
もので、海底面に着底する下部構造体上に立設された1
本の脚柱の上端に海面上に突出した作業用上部構造体を
支持するとともに、前記脚柱にバラストタンク及び注排
水装置を具えた中間浮力体を昇降自在に装架してなるこ
とを特徴とする氷海用構造物に係るものである。(Means for Solving the Problems) The present invention was proposed to solve these problems.
A working upper structure protruding above the sea surface is supported at the upper end of the pedestal, and an intermediate buoyant body equipped with a ballast tank and a water filling device is mounted on the pedestal so as to be able to rise and fall freely. This relates to structures for use in ice and sea.
(作用)
本発明は前記したように構成されているので、上部構造
体の据付に除しては下部構造体を海底面に着座せしめる
とともに、同下部構造体上に立設された脚柱に沿って中
間浮力体をこれに装備されたバラストタンク及び注排水
装置の調整により上昇せしめ、水面上に浮乏せしめて十
分な水線面積を確保し、この状態で上部構造体を脚柱上
に据付ける。(Function) Since the present invention is configured as described above, when installing the upper structure, the lower structure is seated on the seabed surface, and the pillars erected on the lower structure are mounted. Along the same line, the intermediate buoyant body is raised by adjusting the ballast tank and water filling device equipped on it, and is floated on the water surface to secure a sufficient water line area, and in this state, the upper structure is placed on the pedestal. Install.
而して稼動海域への曳航に際しては下部構造体のバラス
トタンクを排水して同下部構造体を浮上せしめて曳航状
態とするとともに、中間浮力体のバラストタンクも排水
して、同浮力体の浮力によって曳航吃水を浅くする。When towing to an operating area, the ballast tank of the lower structure is drained and the lower structure floats to bring it into towing condition, and the ballast tank of the intermediate buoyant body is also drained to reduce the buoyancy of the buoyant body. To make the towing water shallower.
現地到着後、氷海用構造物の据付に際しては下部構造体
のバラストタンクに注水し、中間浮力体は常に水面上に
浮漂した状、四で下部構造体のみを沈下させ、据付時の
安定性能を向上する。After arriving at the site, when installing the ice-water structure, water is poured into the ballast tank of the lower structure, and while the intermediate buoyant body is always floating on the water surface, only the lower structure is submerged in Step 4 to ensure stability during installation. improves.
而して下部構造体が海底面に着底したのち、中間浮力体
をそのバラストタンクに注水することによって沈降させ
、下部構造体上に設置する。After the lower structure has landed on the seabed, the intermediate buoyant body is submerged by pouring water into its ballast tank and installed on the lower structure.
(発明の効果)
このように本発明によれば上下構造体間に連結された1
本O脚柱に沿ってバラストタンク及び注排水装置を具え
た中間浮力体を昇降自在に装架することによって、曳航
時には吃水を浅くすることができ、また氷海用構造物の
建造時、及び据付時に中間浮力体によって水線面積を確
保し、ジャッキングシステムや大量の固定バラストを必
要とすることなく氷海用構造物の安定性を向上しうるも
のであって、本発明によれば低コストで高性能な氷海用
構造物を構成しうるものである5(実施例)
以下本発明を図示の実施例について説明する。(Effects of the Invention) According to the present invention, one
By mounting an intermediate buoyancy body equipped with a ballast tank and a water filling device along the main O-pillar so that it can rise and fall, it is possible to make the water shallower during towing, and it is also useful when constructing and installing structures for ice seas. In some cases, the water line area can be secured by an intermediate buoyant body, and the stability of ice-water structures can be improved without requiring a jacking system or a large amount of fixed ballast. Embodiment 5 (Embodiment) The present invention will be described with reference to the illustrated embodiment.
第1図及び第2図において、(1)はバラストタンク(
2)が装着された下部構造体で、その上に1本の脚柱(
3)が立設され、同脚柱(3)の海面上に突出する上端
部に海底掘削装置、居住設備等を備えた上部構造体(4
)が支持されている。In Figures 1 and 2, (1) is the ballast tank (
2) is attached to the lower structure, and one pedestal (
3) is erected, and a superstructure (4
) is supported.
前記脚柱(3)には中間浮力体(5)が昇降自在に装架
され、同浮力体(5)に装備されたバラストタンク(6
)及び注排水装置(図示せず)を調整することによって
、同浮力体(5)を脚柱(3)に沿って上下動するよう
に構成されている。第3図乃至第8図は前記氷海用構造
物の建造から据付けに至る過程を示すものであって、第
3図は建造ト9ツクから引き出された状態を示し、下部
構造体(1)の上に脚柱(3)と中間浮力体(5)とが
搭載された状態にある。第4図は下部構造体(1,)を
そのバラストタンク(2)に注水することにより沈下さ
せて、上部構造体(4)を搭載する直前の状態を示し、
このとき中間浮力体(5)は常に水面(7)上に浮漂し
た状態にあるため、十分な水線面積を確保でき、従って
十分な安定性能が得られる。An intermediate buoyant body (5) is mounted on the pedestal (3) so as to be able to rise and fall freely, and a ballast tank (6) equipped on the buoyant body (5)
) and a water filling device (not shown), the buoyant body (5) is configured to move up and down along the pillar (3). Figures 3 to 8 show the process from construction to installation of the ice-water structure, with Figure 3 showing the structure pulled out from the construction truck, showing the lower structure (1). A pedestal (3) and an intermediate buoyant body (5) are mounted on top. Figure 4 shows the state immediately before the lower structure (1,) is lowered by pouring water into its ballast tank (2) and the upper structure (4) is mounted.
At this time, since the intermediate buoyancy body (5) is always floating on the water surface (7), a sufficient water line area can be secured, and therefore sufficient stability performance can be obtained.
第5図は稼動地域への曳航状態を示し、上部構造体(4
)を搭載した後、下部構造体(1)をそのバラストタン
ク(2)を排水することによって浮上させて曳航状態と
する。このとき中間浮力体(5)の浮力により曳航吃水
を浅くすることが可能となる。第6図乃至第8図は現地
到着後の据付は過程を示し、第6図に示すように現地到
着後、先ず下部構造体(1)のバラストタンク(2)に
注水し、中間浮力体(5)を常に水面上に浮漂させた状
態で下部構造体(1)のみを沈下させる。従ってモノボ
ッド型海洋構造物の問題点である据付は時における構造
物の安定性能が大幅に改善され、この結果、従来水線面
積をとるために大量の固定バラストを底面に搭載してい
たのが前記実施例によればその必要性がなくなる。Figure 5 shows the state of towing to the operating area, and shows the superstructure (4
), the lower structure (1) is floated by draining its ballast tank (2) and placed in towed condition. At this time, the buoyancy of the intermediate buoyant body (5) makes it possible to make the towing water shallow. Figures 6 to 8 show the installation process after arriving at the site.As shown in Figure 6, after arriving at the site, water is first poured into the ballast tank (2) of the lower structure (1), and the intermediate buoyant body ( 5) Only the lower structure (1) is submerged while keeping it floating on the water surface. Therefore, the stability performance of the structure during installation, which is a problem of monobod type offshore structures, has been greatly improved. According to the embodiment described above, this need is eliminated.
第7図では下部構造体(1)が海底面(8)に着底した
のち、中間浮力体(5)のバラストタンク(6)に注水
することにより同浮力体(5)を沈下させて下部構造体
(1)の上に設置する1、第8図は据付は完了時の状態
を示す。In Figure 7, after the lower structure (1) has touched the bottom of the seabed (8), water is poured into the ballast tank (6) of the intermediate buoyant body (5) to sink the buoyant body (5) and lower the lower part. 1 installed on the structure (1), FIG. 8 shows the state when the installation is completed.
図示の実施例によれば前記中間浮力体(5)を上下構造
体(4+(1)間を連結する1本の脚柱(3)に昇降自
在に装架することによって、氷海用構造物の曳航時の吃
水を浅くすることができ、また同構造物の建造時及び据
付時に中間浮力体(5)によって水線面積を確保し、ジ
ャッキングシステムや大量の固定バラストを必要とする
ことなく、氷海用構造物の安定性を向上しうるものであ
り、前記実施例によれば低コストで高性能の氷海用構造
物を構成しうるものである。According to the illustrated embodiment, the intermediate buoyant body (5) is mounted on one pedestal (3) connecting the upper and lower structures (4+(1) so as to be able to rise and fall freely), so that the The waterline during towing can be made shallow, and the intermediate buoyant body (5) can secure the waterline area during the construction and installation of the structure, without requiring a jacking system or a large amount of fixed ballast. It is possible to improve the stability of structures for ice seas, and according to the above embodiments, it is possible to construct high performance structures for ice seas at low cost.
以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .
第1図は本発明に係る氷海用構造物の一実施例を示す正
面図、第2図はその平面図、第3図乃至第8図はその建
造から据付に至る過程を示す正面図、第9図及び第10
図は夫々従来の氷海用構造物の各側を示す正面図である
。
(1,)・・・下部構造体 (3)・・・脚柱(4
)・・・上部構造体 (5)・・・中間浮力体(6
)・・・バラストタンク
復代理人 弁理士 岡 本 重 窯
外2名
第1図
第2図
第10図
嘉4図
第6図FIG. 1 is a front view showing an embodiment of the ice-water structure according to the present invention, FIG. 2 is a plan view thereof, and FIGS. 3 to 8 are front views showing the process from construction to installation. Figures 9 and 10
Each figure is a front view showing each side of a conventional ice-water structure. (1,)... Lower structure (3)... Pillar (4
)...Superstructure (5)...Intermediate buoyant body (6
)... Ballast tank sub-agent Patent attorney Shige Okamoto 2 people outside the kiln Figure 1 Figure 2 Figure 10 Figure 4 Figure 6
Claims (1)
の上端に海面上に突出した作業用上部構造体を支持する
とともに、前記脚柱にバラストタンク及び注排水装置を
具えた中間浮力体を昇降自在に装架してなることを特徴
とする氷海用構造物。A working upper structure protruding above the sea surface is supported at the upper end of one pedestal erected on a lower structure that touches the bottom of the seabed, and the pedestal is equipped with a ballast tank and a water filling device. A structure for use in icy seas characterized by having an intermediate buoyant body mounted so that it can be raised and lowered.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2113386A JPS62182310A (en) | 1986-02-04 | 1986-02-04 | Structure for icy sea |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2113386A JPS62182310A (en) | 1986-02-04 | 1986-02-04 | Structure for icy sea |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62182310A true JPS62182310A (en) | 1987-08-10 |
Family
ID=12046395
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2113386A Pending JPS62182310A (en) | 1986-02-04 | 1986-02-04 | Structure for icy sea |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62182310A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012201218A (en) * | 2011-03-25 | 2012-10-22 | Toda Constr Co Ltd | Method for constructing offshore wind power generation facility |
-
1986
- 1986-02-04 JP JP2113386A patent/JPS62182310A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012201218A (en) * | 2011-03-25 | 2012-10-22 | Toda Constr Co Ltd | Method for constructing offshore wind power generation facility |
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