JPH01172097A - Floating artificial island - Google Patents
Floating artificial islandInfo
- Publication number
- JPH01172097A JPH01172097A JP32883887A JP32883887A JPH01172097A JP H01172097 A JPH01172097 A JP H01172097A JP 32883887 A JP32883887 A JP 32883887A JP 32883887 A JP32883887 A JP 32883887A JP H01172097 A JPH01172097 A JP H01172097A
- Authority
- JP
- Japan
- Prior art keywords
- floating
- artificial island
- island
- members
- blocks
- 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.)
- Granted
Links
- 238000007667 floating Methods 0.000 title claims abstract description 32
- 239000007787 solid Substances 0.000 claims description 16
- 230000000712 assembly Effects 0.000 claims description 6
- 238000000429 assembly Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims 1
- 239000002184 metal Substances 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 230000008439 repair process Effects 0.000 description 6
- 230000018109 developmental process Effects 0.000 description 4
- 238000010248 power generation Methods 0.000 description 4
- 238000009360 aquaculture Methods 0.000 description 3
- 244000144974 aquaculture Species 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】 産業上の利用分野 本発明は多目的に利用できる浮体人工島に関する。[Detailed description of the invention] Industrial applications The present invention relates to a floating artificial island that can be used for multiple purposes.
従来の技術
これまでの浮体人工島は、浅海に係留する構造のもので
その使用目的も単一であり、海上飛行場とか、原子力発
電プラント、化学工場等で公害を海に追放するものであ
った。Conventional technology Up until now, floating artificial islands have been constructed to be moored in shallow waters and have been used for a single purpose: to expel pollution from offshore airfields, nuclear power plants, chemical factories, etc. into the sea. .
しかし、このような浮体人工島は海を害するものであり
、自然保護の面だりでなく、漁業との利害もからみ、そ
の建設を困難にしていた。However, such floating artificial islands are harmful to the sea, and their construction is difficult due to concerns not only with respect to nature conservation but also with the fishing industry.
発明が解決しようとする問題点
本発明はこのような従来の浮体人工島に伴う問題を解決
するために、総合海洋開発基地としての相乗複合効果を
得ることができる浮体人工島を提供することを目的とす
る。Problems to be Solved by the Invention In order to solve the problems associated with conventional floating artificial islands, the present invention aims to provide a floating artificial island that can obtain synergistic effects as a comprehensive marine development base. purpose.
問題を解決するだめの手段
即ち、本発明に係る浮体人工島は、浮力と安定を保つ海
中の部材の上に浮島の基本単位構造体となる固体を備え
、該固体2列を一体に組立て少なくともこの組立体を二
つ間隔を開けて並列に対向させ、両組立体を前記固体を
介して一体に梯子形に連結固定すると共に該梯子状連結
部に方向維持装置を設けて浮島の長手(飛行場の滑走路
)の方向を常時JJIの方向と一致させ、且つ浮島を定
位置に保つために前記梯子型の4隅(先端)の位置にあ
る固体の海中の部材にサイドスラスタ−を設けた構成を
特徴とする。A means to solve the problem, that is, a floating artificial island according to the present invention is provided with a solid body serving as the basic unit structure of the floating island on an underwater member that maintains buoyancy and stability, and by assembling two rows of the solid body together. Two of these assemblies are arranged to face each other in parallel with a gap between them, and both assemblies are connected and fixed together in a ladder shape through the solid body, and a direction maintaining device is provided in the ladder-like connection part. A configuration in which side thrusters are installed on solid underwater members located at the four corners (tips) of the ladder shape in order to always align the direction of the runway (of the airport) with the direction of JJI and to keep the floating island in place. It is characterized by
作用
従って本発明の上記構成によれば、浮力と安定を保つ海
中部材により海中に浮基礎を作り、これから柱を伸ばし
て海面上に構築物を支え、この1つの構築物を浮島の基
本単位構造体として2列を一体に組み、破損や老化した
基本単位構造体を洋上で安全確実に分離、交換できるよ
うにし、この組立体を二つ間隔を開けて並列に対向さゼ
、この両組立体を基本単位構造体を介して一体に梯子型
に連結して、その構造体で囲まれた0字形状部の海域を
魚類等の水産増養殖ゾーンとし、両端の口字形状部を港
やマリンスポーツゾーンとし、島には航空機離着陸用滑
走路や海上都市を建設し、金属帆やサイドスラスタ−で
島の位置や向きを制御する。Operation Therefore, according to the above structure of the present invention, a floating foundation is created in the sea using underwater members that maintain buoyancy and stability, and pillars are extended from this to support a structure on the sea surface, and this one structure is used as the basic unit structure of a floating island. By assembling two rows together, we can safely and reliably separate and replace damaged or aging basic unit structures at sea, and by placing two of these assemblies in parallel and facing each other with an interval between them. They are connected together in a ladder shape through unit structures, and the 0-shaped sea area surrounded by the structures is used as an aquaculture zone for fish, etc., and the mouth-shaped sections at both ends are used as ports and marine sports zones. A runway for aircraft takeoff and landing and a floating city will be built on the island, and the island's position and orientation will be controlled using metal sails and side thrusters.
実施例 以下に本発明を図面の実施例に基づいて説明する。Example The present invention will be explained below based on embodiments shown in the drawings.
本実施例は多目的浮体人工島であり、第3図に示す基本
単位構造体は浮力と安定を保つ海中部材A、柱B、海上
部′@Cからなり、この基本単位構造体である固体1は
100×100平方メートル(または50X50)の平
面形である。固体1を2列にして空港滑走路を構成する
組立体2とし、この組立体2を2本、間隔を開けて並列
に対向させ第1図に示す如く両組立体を2つ以上の固体
1で梯子状に連結し本実施例では2列2個のもの3Aと
、2列4個のもの3Bとを連結部にしている。This embodiment is a multi-purpose floating artificial island, and the basic unit structure shown in FIG. is a planar shape of 100 x 100 square meters (or 50 x 50). The solid bodies 1 are arranged in two rows to form an assembly 2 that constitutes an airport runway, and two of these assemblies 2 are arranged in parallel and facing each other with an interval between them, as shown in FIG. In this embodiment, two rows of two parts 3A and two rows of four parts 3B are used as connecting parts.
全長は800メートル以上、2000メートルまたは4
000メートル、幅400メートル以上、水面からの高
さ20メートル以上、水面下横方向の海中部材へを水深
20メー1−ル以上とすることで、波浪によるあらゆる
方向からの動揺を零にする。The total length is 800 meters or more, 2000 meters or 4
000 meters, width of 400 meters or more, height from the water surface of 20 meters or more, and depth of the underwater members in the lateral direction below the water surface of 20 meters or more, thereby reducing vibration from all directions due to waves to zero.
浮体人工島が定位置を保つため梯子型の構成体−を4隅
、(各先端)に位置する固体の海中部材Aには、ザイド
スラスターDが取付けられている。In order to maintain the fixed position of the floating artificial island, Zydo thrusters D are attached to solid underwater members A located at the four corners (each tip) of the ladder-shaped structure.
そして、第2図から判るように中央部には水産増養殖ゾ
ーン4,5.6を形成している。長手方向の両側には水
上・水中観光バース7とマリンスポーツバース8を形成
し、前者には観光船、水中翼船、水中観光船等が発着し
、後者には、ヨツト、モーターボート、ウィンドサーフ
ィン、水上スクータ−1水上スキー小型潜水艇、水中ス
クータ−等が利用する。海洋観光ゾーンとして、水上、
水中ホテルやレストラン、劇場、音楽堂、フィッシング
センター等のFM設も設けられる。As can be seen from Figure 2, aquaculture zones 4, 5, and 6 are formed in the center. A water/underwater sightseeing berth 7 and a marine sports berth 8 are formed on both sides in the longitudinal direction.The former is used for sightseeing boats, hydrofoils, underwater sightseeing boats, etc., while the latter is used for yachts, motor boats, windsurfing, etc. Water Scooter 1 Used by water skis, small submersibles, underwater scooters, etc. As a marine tourism zone,
FM facilities such as an underwater hotel, restaurant, theater, music hall, and fishing center will also be set up.
また、連結部3Aには方向維持装置である金属帆9を2
ケ所に夫々設けており、連結部3Bには海洋学園、海洋
博物館、水族館、海洋芸術サロン、総合管理、運営指令
システム等がある。In addition, two metal sails 9, which are direction maintaining devices, are attached to the connecting portion 3A.
The connecting section 3B includes a marine school, a marine museum, an aquarium, a marine art salon, a general management system, an operation command system, etc.
浮体人工島の維持・管理は陸上に比べて大きな困難が伴
ない、水上、水中のパトロールを定期的に行なう必要と
なる。これらの管理・運用の機構はかなり複雑広範囲に
亘り、島で生活をする大人や外部からの利用者の生命の
安全を守るためには第4図に示ず如き管理運用システム
が必要になる。Maintenance and management of floating artificial islands is much more difficult than on land, and requires regular patrols on and under water. These management and operation mechanisms are quite complex and wide-ranging, and in order to protect the life safety of adults living on the island and users from outside, a management and operation system like the one shown in Figure 4 is required.
また、浮体人工島の耐用年限を超大型鋼船に準じて考え
ると10年から20年に部分修理が必要となり、この部
分交換修理を容易にするために、固体1を2列に組合せ
ている。1列では中間固体を分離すると、伯の部分が離
れたり、部分的に無理な力が加わり、作業の安全や能率
が悪くなるからである。Furthermore, if we consider the useful life of a floating artificial island in the same way as a super-large steel ship, it will require partial repair every 10 to 20 years, and in order to facilitate this partial repair, the solid bodies 1 are combined in two rows. This is because if the intermediate solid is separated in one row, the square portions may separate or excessive force may be applied to some parts, impairing the safety and efficiency of the work.
なお、固体1の取外し修理・交換の際、#f成体内に閉
込られている位置にあるものは、海中部材A(浮体)内
に注水潜没させて外部に引出した後、排水浮上させる。In addition, when removing, repairing, or replacing Solid 1, those that are trapped inside #f should be immersed in underwater member A (floating body) by water injection, pulled out to the outside, and then brought to the surface by drainage. .
更にまた、浮体人工島は超大型船と異なって入渠修理の
できるドックが存在しないので、ある稈度の修理が自前
でできるように島内に工作、修理工場と人員の配置も必
要である。Furthermore, unlike super-large ships, floating artificial islands do not have docks where they can be docked for repairs, so it is necessary to construct a repair shop and staff on the island so that repairs to a certain degree can be carried out on one's own.
また更に、浮体人工島内で光熱源、動力源を自給するた
め太陽角発電システム、風力発電システム、海水温度差
発電システム、海流発電システム等のエネルギー開発シ
ステムも必要となり、警備、防災、汚染防止システム等
総合海洋開発が必要となる。In addition, energy development systems such as solar angle power generation systems, wind power generation systems, seawater temperature difference power generation systems, and ocean current power generation systems are also required in order to be self-sufficient in light and heat sources and power sources within the floating artificial island, as well as security, disaster prevention, and pollution prevention systems. Comprehensive ocean development is required.
発明の効果
以上の説明から判るように、本発明の構成によれば、基
本単位構造体となる固体が浮体工法であるセミサブ方式
で基本単位の浮島を構成し、固体を2列を一体に組立て
ると共に、浮島全体を梯子形として組立て連結するので
、構造的な強度を大きくして、分解、組立、修理点検等
を容易確実にすると共に、構造物によって囲まれは内部
の水面や海中を水産増養殖の施設として活用でき、月つ
、公害の多い飛行場や化学■楊等を海洋総合開発基地と
しての浮体人工島に設けることにより無公害なものとし
、陸上に於ける困難な問題も解消され、魚業補償等の障
壁も問題にならない。Effects of the Invention As can be seen from the above explanation, according to the configuration of the present invention, a floating island as a basic unit is constructed using a semi-sub method in which the solid body serving as a basic unit structure is a floating body construction method, and two rows of solid bodies are assembled together. At the same time, since the entire floating island is assembled and connected in the form of a ladder, the structural strength is increased, making disassembly, assembly, repair inspection, etc. easy and reliable. It can be used as aquaculture facilities, and by installing highly polluting airfields and chemical systems on floating artificial islands as marine comprehensive development bases, it will be made pollution-free, and difficult problems on land will be solved. Barriers such as fish industry compensation are also not an issue.
第1図は本発明に係る浮体人工島の一実施例を示す概略
平面図、第2図は浮体人工島の斜視図、第3図は基本単
位構造体となる固体の斜視図、そして第4図は管理運用
システムを示す図である。
1・・・固体、2・・・組立体、3A、3B・・・連結
部、9・・・金属帆、A・・・海中部材、B・・・社、
C・・・海上部材、D・・・サイドスラスタ−0FIG. 1 is a schematic plan view showing an embodiment of the floating artificial island according to the present invention, FIG. 2 is a perspective view of the floating artificial island, FIG. 3 is a perspective view of a solid body serving as a basic unit structure, and FIG. The figure shows a management and operation system. DESCRIPTION OF SYMBOLS 1... Solid, 2... Assembly, 3A, 3B... Connecting part, 9... Metal sail, A... Undersea member, B... Company,
C...Marine components, D...Side thruster-0
Claims (2)
位構造体となる固体を備え、該固体を2列を一体に組立
て、少なくともこの組立体を二つ間隔を開けて並列に対
向させ、両組立体を前記固体を介して一体に梯子型に連
結固定すると共に該梯子状連結部に方向維持装置を設け
て浮島の方向を決め且つ浮島を定位置に保つために前記
海中の部材にサイドスラスターを設けたことを特徴とす
る浮体人工島。(1) A solid body that becomes the basic unit structure of a floating island is provided on an underwater member that maintains buoyancy and stability, and two rows of the solid body are assembled together, and at least two of these assemblies are placed in parallel and facing each other with an interval between them. and both assemblies are connected and fixed together in a ladder-like manner through the solid body, and a direction maintaining device is provided in the ladder-like connection part to determine the direction of the floating island and to maintain the floating island in a fixed position. A floating artificial island characterized by the installation of side thrusters.
上、梯子型の幅を400メーター以上としたことを特徴
とする特許請求の範囲第1項の浮体人口島。(2) The floating artificial island according to claim 1, wherein the center position of the underwater member is set at a depth of 20 meters or more, and the width of the ladder shape is set at 400 meters or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32883887A JPH01172097A (en) | 1987-12-25 | 1987-12-25 | Floating artificial island |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32883887A JPH01172097A (en) | 1987-12-25 | 1987-12-25 | Floating artificial island |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01172097A true JPH01172097A (en) | 1989-07-06 |
| JPH0422755B2 JPH0422755B2 (en) | 1992-04-20 |
Family
ID=18214649
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32883887A Granted JPH01172097A (en) | 1987-12-25 | 1987-12-25 | Floating artificial island |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01172097A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06247381A (en) * | 1993-02-24 | 1994-09-06 | Tokuzo Hirose | Floating artificial island |
| JP2002356196A (en) * | 2001-05-31 | 2002-12-10 | Tokyu Constr Co Ltd | Water surface artificial ground |
| KR101131573B1 (en) * | 2009-05-25 | 2012-04-12 | 한국과학기술원 | Semi-submersible mobile harbor and method for transporting containers using the same |
| JP5261804B1 (en) * | 2012-10-01 | 2013-08-14 | 株式会社小笠原設計 | Marine resource collection system |
| JP2017137048A (en) * | 2016-02-03 | 2017-08-10 | 株式会社 エンチ | Artificial floating island |
| KR20200009047A (en) * | 2017-05-16 | 2020-01-29 | 탕산 리무버블 아일랜드 마린 해비 인더스트리 씨오 ., 엘티디. | Basic Modules for Large Floating Floating Structures and Very Large Floating Floating Structures |
| JP2024006827A (en) * | 2022-06-29 | 2024-01-17 | 藤沼 伊代子 | River hydroelectric power generation system with adjustable height |
-
1987
- 1987-12-25 JP JP32883887A patent/JPH01172097A/en active Granted
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06247381A (en) * | 1993-02-24 | 1994-09-06 | Tokuzo Hirose | Floating artificial island |
| JP2002356196A (en) * | 2001-05-31 | 2002-12-10 | Tokyu Constr Co Ltd | Water surface artificial ground |
| KR101131573B1 (en) * | 2009-05-25 | 2012-04-12 | 한국과학기술원 | Semi-submersible mobile harbor and method for transporting containers using the same |
| JP5261804B1 (en) * | 2012-10-01 | 2013-08-14 | 株式会社小笠原設計 | Marine resource collection system |
| JP2017137048A (en) * | 2016-02-03 | 2017-08-10 | 株式会社 エンチ | Artificial floating island |
| KR20200009047A (en) * | 2017-05-16 | 2020-01-29 | 탕산 리무버블 아일랜드 마린 해비 인더스트리 씨오 ., 엘티디. | Basic Modules for Large Floating Floating Structures and Very Large Floating Floating Structures |
| JP2020520324A (en) * | 2017-05-16 | 2020-07-09 | 唐山航島海洋重工有限公司 | Large floating structure |
| JP2024006827A (en) * | 2022-06-29 | 2024-01-17 | 藤沼 伊代子 | River hydroelectric power generation system with adjustable height |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0422755B2 (en) | 1992-04-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2976943C (en) | Method of construction, assembly, and launch of a floating wind turbine platform | |
| US5588387A (en) | Floating platform | |
| US3665882A (en) | Buoyant structure | |
| RU2349791C2 (en) | Submerged hydraulic turbines mounted on deck | |
| US3974789A (en) | Floating structures including honeycomb cores formed of elongate hexagonal cells | |
| CN101219706A (en) | Ecological landscape float island | |
| US20080038067A1 (en) | Floaing platform with non-uniformly distributed load and method of construction thereof | |
| EP4079620B1 (en) | Offshore floating island | |
| US20130139499A1 (en) | Support unit for a device for recovering energy from marine and fluvial currents | |
| CN101234662A (en) | Floating type hotel | |
| NO20171088A1 (en) | Floating bridge and method and float to prepare a beam for the floating bridge | |
| JP2014069775A (en) | Marine resource collection system | |
| JPH0422755B2 (en) | ||
| EP0995032B1 (en) | Stream turbine | |
| RU2545140C2 (en) | Offshore mobile aerodrome complex | |
| KR102541998B1 (en) | Floating structures and breakwater with bottom opening | |
| JP5546598B2 (en) | Floating body unit, floating body structure assembled by floating body unit, and assembling method of floating body structure | |
| CN118076534A (en) | Semi-submersible floating platform for offshore wind turbines | |
| US3841249A (en) | Floating systems of the barge type, especially for drilling in deep water | |
| Koh et al. | The floating platform at the Marina Bay, Singapore | |
| WO2024185111A1 (en) | Floating dock for constructing floating foundation for offshore wind power generation facility, and method for constructing floating foundation | |
| RU2049846C1 (en) | Bridge | |
| CN207879332U (en) | Marine mining ship | |
| Rehman | Floating Architecture | |
| Crowle et al. | Floating offshore wind turbine–Heavy construction requirements |