JPH06144362A - Semisubmersible type float structure - Google Patents

Semisubmersible type float structure

Info

Publication number
JPH06144362A
JPH06144362A JP29359292A JP29359292A JPH06144362A JP H06144362 A JPH06144362 A JP H06144362A JP 29359292 A JP29359292 A JP 29359292A JP 29359292 A JP29359292 A JP 29359292A JP H06144362 A JPH06144362 A JP H06144362A
Authority
JP
Japan
Prior art keywords
column
outer column
seawater
deck
sea
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
Application number
JP29359292A
Other languages
Japanese (ja)
Inventor
Seishirou Miyake
成司郎 三宅
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 JP29359292A priority Critical patent/JPH06144362A/en
Publication of JPH06144362A publication Critical patent/JPH06144362A/en
Pending legal-status Critical Current

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  • Revetment (AREA)

Abstract

PURPOSE:To effectively damp shaking a deck by eliminating a direct influence by waves. CONSTITUTION:Tubular outer columns 2, protruded above a level of the seawater WL, are respectively vertically provided in a plurality of the first lower hulls 1 floated in the sea, to fill the inside of these outer columns 2 with the seawater also to liftably arrange inner columns 4 having the second lower hull 3 in the bottom end part, and an upper deck 5 is provided over between upper end parts of these inner columns 4, to provide damping water chambers 8, which sucks/discharge the seawater in the outer column 4 through a suction/ discharge port 9 by lifting the second lower hull 3, in a lower part of the outer column 4.

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、沿海域に活用される浮
桟橋や浮体空港、各種台船など浮体構造物において、海
中に浮遊する底部浮体(ロワーハル)からコラムを立設
して海面に突出させ、コラム上端部に甲板を設けたセミ
サブ式浮体構造物に関する。
BACKGROUND OF THE INVENTION The present invention relates to a floating structure such as a floating jetty, a floating airport, and various barges used in coastal areas, in which a column is erected from the bottom floating body (lower hull) floating in the sea to the sea surface. The present invention relates to a semi-sub body type floating structure in which a deck is projected and a deck is provided at the upper end of the column.

【0002】[0002]

【従来の技術】台船やオイルリグなどの作業性や作業の
安全性が重視される浮体構造物では、その揺動を抑制す
るため、波なし形状コラム付きのセミサブ式浮体構造物
が建造されている。
2. Description of the Related Art In a floating structure such as a barge or oil rig where workability and work safety are important, a semi-sub type floating structure with a waveless column is built in order to suppress its swinging. There is.

【0003】[0003]

【発明が解決しようとする課題】しかし、波なし形状コ
ラム付きのセミサブ式浮体構造物であっても、主構造物
であるコラムが直接波浪の影響を受けて動揺し易いとい
う問題点があった。
However, even in the case of a semi-submersible type floating structure with a waveless column, the column which is the main structure is apt to be shaken directly by the influence of waves. .

【0004】本発明は、上記問題点を解決して波浪の影
響を受けにくく甲板の動揺を抑制できるセミサブ式浮体
構造物を提供することを目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above problems and provide a semi-submersible type floating structure which is less susceptible to the influence of waves and can suppress the shaking of the deck.

【0005】[0005]

【課題を解決するための手段】上記問題点を解決するた
めに本発明のセミサブ式浮体構造物は、海中に浮遊する
複数の第1底部浮体に海面上に突出する筒状の外コラム
をそれぞれ立設し、これら外コラム内に、海水を満たす
とともに、下端部に第2底部浮体を有する内コラムを昇
降自在に配置し、これら内コラム上端部間に甲板を設
け、外コラムの下部に、第2底部浮体の昇降により外コ
ラム内の海水を吸排出口を介して吸入排出する緩衝水室
を設けたものである。
In order to solve the above problems, a semi-submersible type floating structure of the present invention has a plurality of first bottom floating bodies floating in the sea each having a cylindrical outer column protruding above the sea surface. Stand upright, fill the outer column with seawater, and arrange the inner column having the second bottom part floating body at the lower end so as to be able to move up and down, provide a deck between the upper ends of these inner columns, and at the bottom of the outer column, A buffer water chamber is provided for sucking and discharging the seawater in the outer column through the suction and discharge ports by raising and lowering the second bottom floating body.

【0006】[0006]

【作用】上記構成において、波浪による負荷は最初に外
コラムおよび第1底部浮体に加わり、それから第2底部
浮体および内コラムに負荷されるので、特に鉛直方向の
衝撃力を効果的に緩衝できるとともに、第2底部浮体の
昇降により緩衝水室内で圧縮または膨張された海水が給
排出口より排出または吸入されることにより、運動エネ
ルギーが効果的に吸収されて甲板の動揺を効果的に抑制
することができる。
In the above structure, the load due to waves is first applied to the outer column and the first bottom floating body, and then to the second bottom floating body and the inner column, so that the vertical impact force can be effectively damped. , The seawater that is compressed or expanded in the buffer water chamber by the lifting and lowering of the second bottom floating body is discharged or sucked from the supply / discharge port, so that the kinetic energy is effectively absorbed and the shaking of the deck is effectively suppressed. You can

【0007】[0007]

【実施例】以下、本発明に係るセミサブ式浮体構造物の
一実施例を図面に基づいて説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a semi-sub type floating structure according to the present invention will be described below with reference to the drawings.

【0008】1は海中に浮遊される複数の第1ロワーハ
ル(第1底部浮体)で、上端が海面WL上に突出する筒
状の外コラム2が立設されている。この外コラム2内に
は海水が満たされるとともに、下端に第2ロワーハル
(第2底部浮体)3が取り付けられた内コラム4が昇降
自在に配置され、内コラム4の上端部間には掘削装置等
の搭載用作業台となる甲板5が取り付けられている。
Reference numeral 1 denotes a plurality of first lower hulls (first bottom floating bodies) suspended in the sea, and a cylindrical outer column 2 having an upper end protruding above the sea surface WL is provided upright. The outer column 2 is filled with seawater, and an inner column 4 having a second lower hull (second bottom floating body) 3 attached to the lower end is arranged so as to be able to move up and down, and an excavator is provided between the upper ends of the inner column 4. A deck 5 that serves as a workbench for mounting etc. is attached.

【0009】筒状の外コラム2内面の対称位置には、長
さ方向に沿う一対のガイドレール6が取り付けられ、一
方第2ロワーハル3の側部にガイドレール6に案内され
るガイドローラー7が取り付けられている。また、外コ
ラム2内の第2ロワーハル3下部は緩衝水室8に構成さ
れ、外コラム2の下部には外海と連通する複数の吸排水
口9が形成されている。
A pair of guide rails 6 along the length direction are attached at symmetrical positions on the inner surface of the cylindrical outer column 2, while guide rollers 7 guided by the guide rails 6 are provided on the side portions of the second lower hull 3. It is installed. Further, the lower portion of the second lower hull 3 in the outer column 2 is configured as a buffer water chamber 8, and the lower portion of the outer column 2 is formed with a plurality of intake / drain ports 9 communicating with the open sea.

【0010】したがって、図3に示すように、波浪など
の力を受けて相対的に昇降する各外コラム2と内コラム
4において、第2ロワーハル3が上下方向に移動する
と、緩衝水室8内の海水が圧縮または膨張されて吸排出
口9から排出または吸入される。この時の抵抗により、
運動エネルギーが吸収されて第2ロワーハル3の昇降移
動が緩衝され、甲板5の動揺が抑制される。
Therefore, as shown in FIG. 3, in each of the outer column 2 and the inner column 4 which relatively move up and down under the force of waves or the like, when the second lower hull 3 moves in the vertical direction, the inside of the buffer water chamber 8 The seawater is compressed or expanded and discharged or sucked through the intake / exhaust port 9. Due to the resistance at this time,
The kinetic energy is absorbed, the vertical movement of the second lower hull 3 is buffered, and the swing of the deck 5 is suppressed.

【0011】[0011]

【発明の効果】以上に述べたごとく本発明によれば、コ
ラムを二重式とすることにより、波浪の直接の影響をな
くし、その上下動のエネルギーを、緩衝水室内の海水を
吸排出口から吸入または排出することにより吸収して内
コラムの昇降を緩衝し、甲板の動揺を効果的に抑制する
ことができる。
As described above, according to the present invention, the double column eliminates the direct influence of waves, and the vertical movement energy of seawater in the buffer water chamber is absorbed from the discharge port. It is possible to absorb by sucking or discharging to buffer the rise and fall of the inner column and effectively suppress the shaking of the deck.

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

【図1】本発明に係るセミサブ式浮体構造物の一実施例
を示す正面部分断面図である。
FIG. 1 is a partial front sectional view showing an embodiment of a semi-submersible type floating structure according to the present invention.

【図2】同セミサブ式浮体構造物の側面部分断面図であ
る。
FIG. 2 is a side partial cross-sectional view of the semi-sub type floating structure.

【図3】(a)(b)はそれぞれ同セミサブ式浮体構造
物の動作状態を示す側面図である。
3A and 3B are side views showing an operating state of the semi-sub type floating structure.

【符号の説明】[Explanation of symbols]

1 第1ロワーハル 2 外コラム 3 第2ロワーハル 4 内コラム 5 甲板 6 ガイドレール 7 ガイドローラー 8 緩衝水室 9 吸排出口 WL 海面 1 1st lower hull 2 Outer column 3 2nd lower hull 4 Inner column 5 Deck 6 Guide rail 7 Guide roller 8 Buffer water chamber 9 Suction / discharge port WL Sea surface

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 海中に浮遊する複数の第1底部浮体に海
面上に突出する筒状の外コラムをそれぞれ立設し、これ
ら外コラム内に、海水を満たすとともに、下端部に第2
底部浮体を有する内コラムを昇降自在に配置し、これら
内コラム上端部間に甲板を設け、外コラムの下部に、第
2底部浮体の昇降により外コラム内の海水を吸排出口を
介して吸入排出する緩衝水室を設けたことを特徴とする
セミサブ式浮体構造物。
1. A cylindrical outer column projecting above the sea surface is erected on each of a plurality of first bottom floating bodies floating in the sea, and the outer column is filled with sea water and at the lower end thereof a second column is provided.
An inner column with a bottom floating body is arranged so that it can be moved up and down, a deck is provided between the upper ends of these inner columns, and the seawater in the outer column is sucked and discharged through the suction port through the lowering of the second bottom floating body under the outer column A semi-submersible type floating structure, which is provided with a buffer water chamber.
JP29359292A 1992-11-02 1992-11-02 Semisubmersible type float structure Pending JPH06144362A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29359292A JPH06144362A (en) 1992-11-02 1992-11-02 Semisubmersible type float structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29359292A JPH06144362A (en) 1992-11-02 1992-11-02 Semisubmersible type float structure

Publications (1)

Publication Number Publication Date
JPH06144362A true JPH06144362A (en) 1994-05-24

Family

ID=17796720

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29359292A Pending JPH06144362A (en) 1992-11-02 1992-11-02 Semisubmersible type float structure

Country Status (1)

Country Link
JP (1) JPH06144362A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6651578B1 (en) * 2002-03-27 2003-11-25 Patrick Henry Gorman Floating structures
DE102006022237B3 (en) * 2006-05-12 2007-11-08 Thomas Neuf Construction in body of water on which superstructure is arranged has buoyancy body, supporting platform joined by components that allow translational movement, mechanical traction mechanism for transferring translational displacement
CN102720209A (en) * 2012-06-29 2012-10-10 北京金风科创风电设备有限公司 Telescopic damping device and offshore floating type fan foundation
CN103466050A (en) * 2013-09-12 2013-12-25 中国船舶重工集团公司第七○二研究所 Three-floating-body type semi-submersible platform
CN105197195A (en) * 2015-09-29 2015-12-30 广州中国科学院工业技术研究院 Ultra-large floating structure
CN110282086A (en) * 2019-06-25 2019-09-27 张春芳 A kind of be pressurized by wave stablizes aquatic building pedestal
CN112092991A (en) * 2020-09-23 2020-12-18 厦门煌柳化工科技有限公司 Large-scale floating platform capable of being flexibly assembled and disassembled and used for community pool
CN115771591A (en) * 2022-11-17 2023-03-10 赵全国 Buffer device for slowing down rolling and shaking of underwater buoy for water quality observation

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6651578B1 (en) * 2002-03-27 2003-11-25 Patrick Henry Gorman Floating structures
WO2003082661A3 (en) * 2002-03-27 2004-04-22 Patrick Henry D Gorman Floating structures
US6907838B2 (en) 2002-03-27 2005-06-21 Patrick Henry Gorman Floating structures
CN100377967C (en) * 2002-03-27 2008-04-02 帕特里克·亨利·戈曼第三 Floating structures
DE102006022237B3 (en) * 2006-05-12 2007-11-08 Thomas Neuf Construction in body of water on which superstructure is arranged has buoyancy body, supporting platform joined by components that allow translational movement, mechanical traction mechanism for transferring translational displacement
CN102720209A (en) * 2012-06-29 2012-10-10 北京金风科创风电设备有限公司 Telescopic damping device and offshore floating type fan foundation
CN103466050A (en) * 2013-09-12 2013-12-25 中国船舶重工集团公司第七○二研究所 Three-floating-body type semi-submersible platform
CN105197195A (en) * 2015-09-29 2015-12-30 广州中国科学院工业技术研究院 Ultra-large floating structure
CN110282086A (en) * 2019-06-25 2019-09-27 张春芳 A kind of be pressurized by wave stablizes aquatic building pedestal
CN112092991A (en) * 2020-09-23 2020-12-18 厦门煌柳化工科技有限公司 Large-scale floating platform capable of being flexibly assembled and disassembled and used for community pool
CN112092991B (en) * 2020-09-23 2021-12-28 厦门煌柳化工科技有限公司 Large-scale floating platform capable of being flexibly assembled and disassembled and used for community pool
CN115771591A (en) * 2022-11-17 2023-03-10 赵全国 Buffer device for slowing down rolling and shaking of underwater buoy for water quality observation

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