JPH08113190A - On-water floating structure - Google Patents

On-water floating structure

Info

Publication number
JPH08113190A
JPH08113190A JP6253126A JP25312694A JPH08113190A JP H08113190 A JPH08113190 A JP H08113190A JP 6253126 A JP6253126 A JP 6253126A JP 25312694 A JP25312694 A JP 25312694A JP H08113190 A JPH08113190 A JP H08113190A
Authority
JP
Japan
Prior art keywords
annular base
floating structure
roof membrane
annular
base 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.)
Granted
Application number
JP6253126A
Other languages
Japanese (ja)
Other versions
JP2904029B2 (en
Inventor
Kenji Igarashi
健二 五十嵐
Masaru Emura
勝 江村
Chikako Katsuno
千賀子 勝野
Hiroaki Tabata
博章 田畑
Hiroshi Tatsutomi
浩 達冨
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP6253126A priority Critical patent/JP2904029B2/en
Publication of JPH08113190A publication Critical patent/JPH08113190A/en
Application granted granted Critical
Publication of JP2904029B2 publication Critical patent/JP2904029B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4426Stationary floating buildings for human use, e.g. floating dwellings or floating restaurants
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation

Landscapes

  • Tents Or Canopies (AREA)

Abstract

PURPOSE: To provide the water floating structure which is simple in the structure and low in the cost, and can provide a large scale living space. CONSTITUTION: A roof film 14 is mounted on the upper surface of a circular substrate 12 in a ring shape while its center space section 12a is covered. The inside of the circular substrate 12 is formed into a hollow shape, and a buoyancy adjusting means is provided for a hollow section 12b. The roof film is made of airtight material, and its peripheral section is hermetically mounted on the circular substrate 12. The circular substrate 12 is sunk under the sea with the buoyancy adjusting means operated, and the roof film 14 is expanded by means of air existing in a space between the center space section 12a of the circular substrate 12 and the roof film 14 so as to allow tension to be given. Under this condition, the water floating structure 10 floats over the sea surface by the buoyancy of air within the roof film 14.

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、海洋とか湖沼等の水上
に浮遊して、これら海洋,湖沼上に居住空間を得るため
の水上浮遊構造物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating structure for floating on water such as an ocean or lake to obtain a living space on the ocean or lake.

【0002】[0002]

【従来の技術】今日、地球環境の保全が国際的に問題視
されており、水質および気象等の大規模な調査が要求さ
れつつある。この環境調査は長期に亘って緻密な検査を
行うことが望ましく、このためには維持費が著しく嵩む
調査船に代えて、海洋とか湖沼等を浮遊する大型の居住
空間が必要となる。この種の浮遊構造物としては従来特
開平4−357209号公報(E02D 17/00)に開示され
るように、浮輪状の浮体の上側に屋根を含めた躯体を構
築するようにしたものがある。
2. Description of the Related Art Today, the conservation of the global environment is regarded as an international issue, and a large-scale survey on water quality and weather is being demanded. It is desirable to perform a detailed inspection for this environmental survey over a long period of time, and for this purpose, a large living space that floats in the ocean or lakes is required instead of the survey ship whose maintenance cost is extremely high. As a floating structure of this type, there is a structure in which a skeleton including a roof is constructed on an upper side of a floating ring-shaped floating body, as disclosed in Japanese Patent Application Laid-Open No. 4-357209 (E02D 17/00). .

【0003】[0003]

【発明が解決しようとする課題】しかしながら、かかる
従来の水上浮遊構造物にあっては、船舶の考え方から全
体の浮力を浮体によって得るようになっているため、こ
の浮体の上側に構築される躯体の荷重を支持するために
浮体が著しく大型化し、その構造強度を著しく大きくす
る必要がある。このため、浮遊構造物の構造が複雑とな
って構築に長期を要し、かつ、この浮遊構造物が著しく
高価になってしまうという課題があった。
However, in such a conventional floating structure on the water, since the entire buoyancy is obtained by the floating body from the viewpoint of the ship, the skeleton constructed on the upper side of the floating body. In order to support the above load, the floating body must be remarkably increased in size, and its structural strength must be significantly increased. Therefore, there is a problem that the structure of the floating structure becomes complicated, it takes a long time to construct, and the floating structure becomes extremely expensive.

【0004】そこで、本発明はかかる従来の課題に鑑み
て、簡単かつ安価にして大型の居住空間を得ることがで
きる水上浮遊構造物を提供することを目的とする。
In view of the conventional problems, it is therefore an object of the present invention to provide a floating structure on the water which can easily and inexpensively obtain a large living space.

【0005】[0005]

【課題を解決するための手段】かかる目的を達成するた
めに本発明は、浮力調整手段が設けられたリング状の環
状基体と、この環状基体にこれの中央空間部を覆って取
付けられる気密構造の屋根膜とを備え、環状基体を沈下
させて内部気圧を上昇させることにより、屋根膜をドー
ム状に膨張支持させて水上に構築される構成とする。
In order to achieve such an object, the present invention provides a ring-shaped annular base body provided with buoyancy adjusting means, and an airtight structure attached to the annular base body so as to cover the central space portion thereof. The roof membrane is submerged to raise the internal pressure, and the roof membrane is expanded and supported in a dome shape to be constructed on water.

【0006】また、前記屋根膜に複数のケーブルを放射
状、および必要に応じて横方向に取付け、それぞれのケ
ーブルの端部を前記環状基体に固定することが望まし
い。
Further, it is desirable that a plurality of cables are radially and laterally attached to the roof membrane, if necessary, and the ends of the respective cables are fixed to the annular base body.

【0007】更に、前記環状基体の内周に放射状構造体
を取付けることが望ましい。
Further, it is desirable to attach a radial structure to the inner circumference of the annular base body.

【0008】更にまた、前記環状基体および前記放射状
構造体の少なくともいずれか一方の内部を空洞化し、こ
の空洞部分を生活空間とすることができる。
Furthermore, the inside of at least one of the annular base body and the radial structure can be hollowed, and this hollow portion can be used as a living space.

【0009】更に、前記環状基体に内圧調整ゾーンで区
画されるアクセス経路を設け、このアクセス経路を介し
て出入りする構成とする。
Further, the annular base body is provided with an access route defined by an internal pressure adjusting zone, and the access is made through this access route.

【0010】更にまた、前記環状基体の下方に水没され
る魚礁を設けることができる。
Furthermore, a fish reef to be submerged may be provided below the annular base body.

【0011】また、前記環状基体の下方に水没されるカ
プセルを設け、このカプセルを、通路を介して環状基体
または放射状構造体に連通する構成とする。
Further, a capsule that is submerged in water is provided below the annular base body, and the capsule is connected to the annular base body or the radial structure through a passage.

【0012】更に、前記放射状構造体に環状基体と同心
状の環状輸送路を設けることが望ましい。
Further, it is desirable that the radial structure is provided with an annular transportation path concentric with the annular substrate.

【0013】更にまた、前記環状基体を全体としてプリ
ーツ状リングとなるように複数の小径円弧の結合体とし
て構成し、この環状基体に取付けた屋根膜に前記小径円
弧の結合部分に対応して放射状の凹溝を形成して、これ
ら凹溝間で屋根膜を花弁状に膨出することが望ましい。
Furthermore, the annular base is constructed as a combination of a plurality of small-diameter circular arcs so as to form a pleat-shaped ring as a whole, and a roof membrane attached to the annular base is radially provided corresponding to the connecting portion of the small-diameter circular arcs. It is desirable to form the concave grooves and to swell the roof membrane in a petal shape between the concave grooves.

【0014】[0014]

【作用】以上の構成により本発明の水上浮遊構造体にあ
っては、環状基体を浮力調整手段によって沈下させるこ
とにより、この環状基体の中央空間部と屋根膜との間に
気密状態で存在する空気を加圧させて内部気圧を上昇さ
せることにより、屋根膜が膨張支持され、この屋根膜の
空気浮力で水上に浮遊される。従って、前記環状基体自
体に浮遊構造体全体を支持するための浮力を備える必要
がなく、この環状基体の強度を大幅に低下させることが
できる。このため、前記屋根膜を用いたことと相俟って
浮遊構造体自体の構造を著しく簡単化することができ
る。ところで、前記屋根膜の加圧膨張は環状基体の沈下
によって得られるため、特別に屋根膜の加圧手段を設け
る必要がなく、この点からも構造の簡略化が図られる。
In the floating structure above water according to the present invention having the above-mentioned structure, the annular base body is present in an airtight state between the central space of the annular base body and the roof membrane by sinking the annular base body by the buoyancy adjusting means. By pressurizing air to raise the internal pressure, the roof membrane is inflated and supported, and is floated on water by the air buoyancy of the roof membrane. Therefore, it is not necessary to provide the annular substrate itself with buoyancy for supporting the entire floating structure, and the strength of the annular substrate can be significantly reduced. Therefore, the structure of the floating structure itself can be remarkably simplified in combination with the use of the roof membrane. By the way, since the pressure expansion of the roof membrane is obtained by the subsidence of the annular substrate, it is not necessary to provide a special means for pressurizing the roof membrane, and the structure can be simplified also from this point.

【0015】また、前記屋根膜に複数のケーブルを放射
状、さらに必要に応じて横方向に取付け、放射状ケーブ
ルの端部を前記環状基体に固定することにより、屋根膜
に作用する張力をケーブルで支持することができるた
め、屋根膜が著しく大型化した場合にも、強度を得るた
めにこの屋根膜を厚肉化する必要がなく、延いては、屋
根膜の軽量化および敷設作業の簡単化を図ることができ
る。
Further, a plurality of cables are radially attached to the roof membrane, and if necessary, are laterally attached, and the ends of the radial cables are fixed to the annular base body so that the tension acting on the roof membrane is supported by the cables. Therefore, even if the roof membrane is remarkably enlarged, it is not necessary to thicken the roof membrane to obtain strength, which in turn reduces the weight of the roof membrane and simplifies the laying work. Can be planned.

【0016】更に、前記環状基体の内周に放射状構造体
を取付けることにより、屋根膜が膨張された際に環状基
体に拡径方向の大きな荷重が作用した場合にも、この荷
重を前記放射状構造体で支持することができるため、環
状基体の強度を著しく増大でき、延いては、この環状基
体の構造上の簡略化および軽量化を図ることができる。
Further, by mounting the radial structure on the inner circumference of the annular base body, even when a large load in the radial direction acts on the annular base body when the roof membrane is expanded, this load is applied to the radial base structure. Since it can be supported by the body, the strength of the annular base can be significantly increased, and the structural simplification and weight saving of the annular base can be achieved.

【0017】更にまた、前記環状基体の内部を空洞化
し、この空洞部分を生活空間とすることにより、環状基
体を居住空間へと有効利用することができる。
Furthermore, by making the inside of the annular base body hollow and making this hollow portion a living space, the annular base body can be effectively utilized as a living space.

【0018】また、前記放射状構造体の内部を空洞化
し、この空洞部分を生活空間とすることにより、この放
射状構造体の軽量化を図りつつ居住空間へと有効利用す
ることができる。
Further, by hollowing the inside of the radial structure and making this hollow portion a living space, the radial structure can be made lighter and can be effectively used for a living space.

【0019】更に、前記環状基体に内圧調整ゾーンで区
画されるアクセス経路を設け、このアクセス経路を介し
て出入りする構成とすることにより、外部から環状基体
の内方に簡単に出入りすることができる。
Further, by providing an access route defined by the internal pressure adjusting zone in the annular base body and entering and exiting through the access route, it is possible to easily enter and exit the inside of the annular base body from the outside. .

【0020】更にまた、前記環状基体の下方に水没され
る魚礁を設けることにより、水中の生態系の観察を容易
に行うことができると共に、養殖も可能となる。
Furthermore, by providing a fish reef to be submerged below the annular substrate, it is possible to easily observe the aquatic ecosystem and culture the fish.

【0021】また、前記環状基体の下方に水没されるカ
プセルを設け、このカプセルを、通路を介して環状基体
または放射状構造体に連通することにより、前記カプセ
ルを介して水中の観察を容易に行うことができると共
に、通路を介してカプセルへの出入りを水中に出ること
なく簡単に行うことができる。
Further, a capsule that is submerged in water is provided below the annular base body, and the capsule is communicated with the annular base body or the radial structure through a passage to facilitate observation in water through the capsule. In addition, it is possible to easily enter and exit the capsule through the passage without going out into the water.

【0022】更に、前記放射状構造体に環状基体と同心
状の環状輸送路を設けることにより、各居住空間への行
き来の便を図ることができる。
Further, by providing the radial structure with an annular transportation path that is concentric with the annular base body, it is possible to facilitate the comings and goings to and from each living space.

【0023】更にまた、前記環状基体を全体としてプリ
ーツ状リングとなるように複数の小径円弧の結合体とし
て構成し、この環状基体に取付けた屋根膜に前記小径円
弧の結合部分に対応して放射状の凹溝を形成して、これ
ら凹溝間で屋根膜を花弁状に膨出することにより、巨大
化された屋根膜が花弁状の膨出部分で強度を分割して受
持ち、前記凹溝部分で屋根膜の拘束力を高めることがで
きる。
Furthermore, the annular base body is constructed as a combined body of a plurality of small-diameter circular arcs so as to form a pleat-shaped ring as a whole, and the roof membrane attached to the annular base body is radially formed so as to correspond to the connected portions of the small-diameter circular arcs. , The roof membrane is bulged in a petal-like manner between the recessed grooves so that the enlarging roof membrane divides the strength at the petal-shaped bulged portion and takes charge. Can increase the restraint force of the roof membrane.

【0024】[0024]

【実施例】以下、本発明の実施例を添付図面を参照して
詳細に説明する。図1,図2は本発明の水上浮遊構造物
の基本構造を示す一実施例で、図1は水上浮遊構造物の
断面図、図2は水上浮遊構造物の浮遊状態を示す断面図
である。
Embodiments of the present invention will now be described in detail with reference to the accompanying drawings. 1 and 2 show an embodiment showing a basic structure of a floating structure above water according to the present invention, FIG. 1 is a sectional view of the floating structure above water, and FIG. 2 is a sectional view showing a floating state of the floating structure above water. .

【0025】即ち、本実施例の水上浮遊構造物10は海
洋Sに浮遊される場合を示し、図1に示すようにリング
状の環状基体12と、この環状基体12の上面に中央空
間部12aを覆って取付けられる屋根膜14とを備えて
構成される。前記環状基体12は内部が空洞状に形成さ
れると共に、この空洞部12bには図示省略した浮力調
整手段が設けられ、この浮力調整手段によって環状基体
12が水中に沈下される量が調節可能となっている。前
記屋根膜14は気密性のものが用いられ、その周縁部が
前記環状基体12に気密的に取付けられる。
That is, the floating structure 10 on the water of this embodiment is shown floating in the ocean S. As shown in FIG. 1, a ring-shaped annular base 12 and a central space 12a on the upper surface of the annular base 12. And a roof membrane 14 attached to cover the roof. The inside of the annular base 12 is formed in a hollow shape, and a buoyancy adjusting means (not shown) is provided in the hollow portion 12b, and the amount of sinking of the annular base 12 in water can be adjusted by the buoyancy adjusting means. Has become. The roof membrane 14 is made airtight, and its peripheral portion is airtightly attached to the annular base 12.

【0026】かかる本実施例の基本構造となる水上浮遊
構造物10は、図1に示すように環状基体12を海上S
に浮かべた状態では屋根膜14は弛んだ状態にあり、こ
の状態から浮力調整手段を作動して環状基体12を海中
に沈下させる。すると、図2に示すように環状基体12
の中央空間部12aと屋根膜14との間に存在する空気
の気圧で、環状基体12内に位置する海面を押し下げて
内外界に水位差が生じ、この水位差に応じた内圧によっ
て屋根膜14を膨張させて張力を与える。この状態で前
記水上浮遊構造物10は屋根膜14内の空気浮力によっ
て海面に浮遊される。
The floating structure 10 on the water, which is the basic structure of the present embodiment, has an annular base 12 on the sea S as shown in FIG.
The roof membrane 14 is in a slackened state when it is floated on, and the buoyancy adjusting means is operated from this state to sink the annular substrate 12 into the sea. Then, as shown in FIG.
The atmospheric pressure of the air existing between the central space 12a of the roof membrane 14 and the roof membrane 14 pushes down the sea surface located inside the annular base body 12 to cause a water level difference between the inner and outer worlds, and the inner pressure according to the water level difference causes the roof membrane 14 to have a water level difference. To expand and apply tension. In this state, the floating structure 10 on the water is floated on the sea surface by the air buoyancy in the roof membrane 14.

【0027】従って、本実施例の水上浮遊構造物10に
あっては屋根膜14内の空気浮力で浮遊されるため、前
記環状基体12自体にこの水上浮遊構造物10全体を浮
上させるための大きな浮力を備える必要がなくなる。こ
のため、前記環状基体12の構造を簡単かつ小型化を可
能にし、かつ、屋根膜14を用いたことと相俟って浮遊
構造体10自体の構造を著しく簡単化し、著しく安価な
水上浮遊構造物10を提供することができる。
Therefore, in the floating structure 10 on the water of this embodiment, the floating structure 10 floats by the air buoyancy in the roof membrane 14, so that the annular substrate 12 itself is large for floating the entire floating structure 10 on the water. Eliminates the need for buoyancy. Therefore, the structure of the annular substrate 12 can be simplified and downsized, and the structure of the floating structure 10 itself is remarkably simplified in combination with the use of the roof membrane 14, and the floating structure on the water is extremely inexpensive. The object 10 can be provided.

【0028】また、本実施例では前記屋根膜14の加圧
膨張は環状基体12の沈下によって得られるため、特別
に屋根膜14の加圧手段、例えば空気の圧縮ポンプ等を
設ける必要がなく、この点からも構造の簡略化を図るこ
とができる。しかしながら、必要に応じてこれら加圧手
段を設け、屋根膜14内に対して空気を給排させて、セ
ンサ等で検知可能な内・外気圧差の変動等に対して屋根
膜14を適正状態に維持できるように構成することがで
きる。
Further, in the present embodiment, since the pressure expansion of the roof membrane 14 is obtained by the sinking of the annular substrate 12, it is not necessary to provide a special means for pressurizing the roof membrane 14, for example, an air compression pump. From this point as well, the structure can be simplified. However, if necessary, these pressurizing means are provided to supply / exhaust air to / from the roof membrane 14 so that the roof membrane 14 is in an appropriate state against variations in the internal / external atmospheric pressure difference that can be detected by a sensor or the like. Can be configured to be maintained at.

【0029】図3から図6は他の実施例を示し、海洋調
査の機能を付加した水上浮遊構造物10aを例にとって
述べる。尚、この実施例を述べるにあたって前記実施例
と同一構成部分に同一符号を付して重複する説明を省略
して述べる。因に、図3は水上浮遊構造物10aの全体
斜視図、図4は水上浮遊構造物10aの分解斜視図、図
5は水上浮遊構造物10aの要部を拡大した横断面図、
図6は水上浮遊構造物10aの縦断面図である。
FIG. 3 to FIG. 6 show another embodiment, which will be described by taking the floating structure on water 10a added with the function of ocean survey as an example. In the description of this embodiment, the same components as those in the above embodiment will be designated by the same reference numerals, and overlapping description will be omitted. Incidentally, FIG. 3 is an overall perspective view of the floating floating structure 10a, FIG. 4 is an exploded perspective view of the floating floating structure 10a, and FIG. 5 is an enlarged cross-sectional view of a main part of the floating floating structure 10a.
FIG. 6 is a vertical sectional view of the floating structure 10a on the water.

【0030】即ち、この実施例の水上浮遊構造物10a
は図3,図4に示すように、環状基部12を全体として
プリーツ状リングとなるように、複数の小径円弧12
c,12c…の結合体として構成する。そして、前記環
状基体12に取付けた屋根膜14に前記小径円弧12
c,12c…の結合部分に対応して放射状の凹溝14
a,14a…を形成して、これら凹溝14a,14a…
間で屋根膜14が花弁状に膨出されるようになってい
る。
That is, the floating structure 10a on the water of this embodiment.
As shown in FIG. 3 and FIG.
c, 12c ... As a combined body. Then, the small-diameter arc 12 is attached to the roof membrane 14 attached to the annular base 12.
radial concave grooves 14 corresponding to the connecting portions of c, 12c ...
a, 14a ... Are formed to form these concave grooves 14a, 14a.
The roof membrane 14 is adapted to bulge like a petal in the meantime.

【0031】また、図3中破線に示したように前記屋根
膜14に複数のケーブル16,16…を放射状、また必
要に応じて横方向にも取付け、放射状のケーブル16,
16…の端部を環状基体12に設けたコンプレッション
リングに固定して、屋根膜14に生ずる張力をケーブル
16,16…を介してこのコンプレッションリングに伝
達するようになっている。
Further, as shown by the broken line in FIG. 3, a plurality of cables 16, 16 ... Are radially attached to the roof membrane 14 and, if necessary, are attached laterally so that the radial cables 16, 16.
The ends of 16 ... Are fixed to a compression ring provided on the annular base 12, and the tension generated in the roof membrane 14 is transmitted to this compression ring via the cables 16, 16.

【0032】更に、図4に示したように前記環状基体1
2の内周に放射状構造体18を取付けるようになってい
る。前記放射状構造体18は図5に示すように内部を空
洞化し、この空洞部分を研究施設,観測施設とか通路等
の生活空間として用いるようになっている。また、前記
放射状構造体18には前記環状基体12と同心状の環状
輸送路20を設け、この環状輸送路20にモノレール2
2を設置して、中継ステーション22aから前記研究施
設とか観測施設を結ぶようになっている。更に、前記環
状基体12に内圧調整ゾーン24aで区画されるアクセ
ス経路24を設けてある。尚、前記アクセス経路24に
は複数の船舶26,26…が係留できるようになってい
る。また、前記環状基体12の空洞部分を生活区間とし
て用いることもできる。
Further, as shown in FIG.
The radial structure 18 is attached to the inner circumference of the inner wall 2. As shown in FIG. 5, the radial structure 18 has a hollow interior, and the hollow portion is used as a living space such as a research facility, an observation facility or a passage. Further, the radial structure 18 is provided with an annular transportation path 20 concentric with the annular substrate 12, and the monorail 2 is provided on the annular transportation path 20.
2 is installed to connect the research station and the observation facility from the relay station 22a. Further, the annular base 12 is provided with an access path 24 defined by an internal pressure adjusting zone 24a. A plurality of ships 26, 26 ... Can be moored on the access route 24. Further, the hollow portion of the annular base 12 can be used as a living section.

【0033】更にまた、本実施例の水上浮遊構造物10
では前記環状基体12の下方に水没される魚礁28を設
けてある。魚礁28は下層段28a,中層段28b,上
層段28cによりレベル差をもったリング状の回遊魚礁
として構成される。
Furthermore, the floating structure 10 on the water according to the present embodiment.
Then, a fish reef 28 to be submerged is provided below the annular base 12. The fish reef 28 is configured as a ring-shaped migratory fish reef with a level difference by the lower layer 28a, the middle layer 28b, and the upper layer 28c.

【0034】以上の構成によりこの実施例の水上浮遊構
造物10aでは、前記実施例と同様に環状基体12の沈
下により膨張される屋根膜14の空気浮力で海面上に浮
かぶようになっている。そして、前記水上浮遊構造物1
0aは大洋に浮かべることにより海流に乗って浮遊し、
この水上浮遊構造物10aによって海洋調査を行うこと
ができる。尚、前記水上浮遊構造物10aには図外の錨
を設けておくことにより、必要に応じて任意位置で係留
することができる。
With the above structure, the floating structure 10a on the water of this embodiment floats on the sea surface by the air buoyancy of the roof membrane 14 expanded by the sinking of the annular substrate 12 as in the case of the above embodiment. And the above-mentioned floating structure 1 on the water
0a floats on the ocean current by floating in the ocean,
Ocean research can be performed by the floating structure 10a on the water. By providing an anchor (not shown) on the floating structure 10a on the water, the floating structure 10a can be moored at an arbitrary position as needed.

【0035】ところで、この実施例では屋根膜14に複
数のケーブル16,16…を放射状、横方向に取付け、
放射状のケーブル16,16…の端部を環状基体12の
コンプレッションリングに固定したので、屋根膜14に
作用する大きな張力がケーブル16,16…で支持され
る。このため、屋根膜14が著しく大型化した場合に
も、強度を得るためにこの屋根膜14を厚肉化する必要
がなく、延いては、屋根膜14の軽量化および敷設作業
の簡単化を図ることができる。
By the way, in this embodiment, a plurality of cables 16, 16 ... Are radially and laterally attached to the roof membrane 14,
Since the ends of the radial cables 16, 16 ... Are fixed to the compression ring of the annular substrate 12, a large tension acting on the roof membrane 14 is supported by the cables 16, 16. Therefore, even if the roof membrane 14 is significantly enlarged, it is not necessary to increase the thickness of the roof membrane 14 in order to obtain strength, and in turn, it is possible to reduce the weight of the roof membrane 14 and simplify the laying work. Can be planned.

【0036】また、前記環状基体12の内周に放射状構
造体18を取付けてあるので、この放射状構造体18に
よって環状基体12の半径方向強度を著しく増大でき
る。このため、屋根膜14の膨張によって環状基体12
に拡径方向の大きな荷重が作用した場合にも、この荷重
を前記放射状構造体18で支持できるため、この環状基
体12の構造上の簡略化および軽量化が図られる。
Further, since the radial structure 18 is attached to the inner circumference of the annular base 12, the radial structure 18 can remarkably increase the radial strength of the annular base 12. Therefore, the expansion of the roof membrane 14 causes the annular substrate 12 to expand.
Even when a large load is applied to the radial direction, the load can be supported by the radial structure 18, so that the structure of the annular base 12 can be simplified and the weight can be reduced.

【0037】更に、本実施例では前記放射状構造体18
の内部を空洞化し、この空洞部分を生活空間として研究
施設,観測施設とか通路等を形成したので、この放射状
構造体の軽量化を図りつつ居住空間へと有効利用するこ
とができる。また、前記環状基体12に内圧調整ゾーン
24aで区画されるアクセス経路24を設けたので、こ
のアクセス経路24を介して水上浮遊構造物10aの内
方に簡単に出入りすることができる。更に、前記放射状
構造体18に設けた環状輸送路20にモノレール22を
設置したので、前記研究施設とか観測施設への行き来の
便の向上が図られる。
Further, in this embodiment, the radial structure 18 is used.
Since the inside of this is made hollow and the hollow part is used as a living space to form research facilities, observation facilities, passageways, etc., it is possible to make effective use of this radial structure as a living space while reducing its weight. Further, since the annular base 12 is provided with the access path 24 partitioned by the internal pressure adjusting zone 24a, it is possible to easily go in and out of the floating structure 10a on the water via the access path 24. Further, since the monorail 22 is installed on the annular transportation path 20 provided on the radial structure 18, the transportation to and from the research facility and the observation facility can be improved.

【0038】更にまた、本実施例では前記水上浮遊構造
物10aに設けられた魚礁28によって、水上浮遊構造
物10aが海流に乗って海洋を浮遊する際に、地域によ
って魚礁に住み着く生態系の観察を容易に行うことがで
きる。
Furthermore, in this embodiment, the fish reef 28 provided on the above-mentioned floating structure 10a is used to observe the ecosystem where the floating structure 10a inhabits the fish reef depending on the region when the floating structure 10a floats in the ocean due to the ocean current. Can be done easily.

【0039】ところで、この実施例では環状基体12を
複数の小径円弧12c,12c…の結合体として構成し
て、屋根膜14に放射状の凹溝14a,14a…を形成
し、これら凹溝14a,14a…間で屋根膜14を花弁
状に膨出させたので、巨大化された屋根膜14が花弁状
の膨出部分で強度を分割して受持ち、凹溝14a,14
a…部分で屋根膜14の拘束力を高めることができ、延
いては、屋根膜14の強度を大幅に高めることができ
る。
By the way, in this embodiment, the annular substrate 12 is constructed as a combination of a plurality of small-diameter circular arcs 12c, 12c ... To form radial concave grooves 14a, 14a ... In the roof membrane 14, and these concave grooves 14a, Since the roof membrane 14 is bulged in a petal shape between 14a, the enlarging roof membrane 14 divides the strength at the petal-shaped bulging portion and takes charge of the concave grooves 14a, 14
The binding force of the roof membrane 14 can be increased at the portion a, and the strength of the roof membrane 14 can be significantly increased.

【0040】図7は他の実施例を示し、前記環状基体1
2の下方に水没されるカプセル30を設け、このカプセ
ル30を海中研究所として用いるようになっている。こ
の場合、前記カプセル30は垂直に配置される通路32
を介して環状基体12に連通してある。従って、前記カ
プセル30により海中の観察を容易に行うことができる
と共に、通路32を介してカプセル30への出入りが海
中に出ることなく簡単に行われる。尚、前記カプセル3
0は通路32を介して放射状構造体18に連通させるこ
ともできる。
FIG. 7 shows another embodiment, wherein the annular substrate 1 is
A capsule 30 to be submerged is provided below 2, and the capsule 30 is used as an undersea laboratory. In this case, the capsule 30 has a passage 32 arranged vertically.
It is connected to the annular base 12 via. Therefore, the capsule 30 can be easily observed in the sea, and the capsule 30 can be easily accessed through the passage 32 without leaving the sea. Incidentally, the capsule 3
0 can also be in communication with the radial structure 18 via the passage 32.

【0041】尚、前記実施例では水上浮遊構造物10a
を海洋に浮遊させた場合を開示したが、勿論、湖上に浮
遊させても良いことはいうまでもない。
In the above embodiment, the floating structure 10a on the water is used.
It has been disclosed that the fish is floated in the ocean, but it goes without saying that it may be floated on the lake.

【0042】[0042]

【発明の効果】以上説明したように本発明の請求項1に
示す水上浮遊構造物にあっては、環状基体を浮力調整手
段によって沈下させて内部気圧を上昇させることによ
り、この環状基体にこれの中央空間部を覆って取付けた
気密構造の屋根膜を膨張支持させ、この屋根膜内の空気
浮力で水上に浮遊させるようにしたので、環状基体自体
に浮遊構造体全体を支持するための浮力を備える必要を
なくして、この環状基体の強度を大幅に低下させること
ができ、延いては、屋根膜を用いたことと相俟って浮遊
構造体自体の構造を著しく簡単化することができる。ま
た、前記屋根膜の加圧膨張を環状基体の沈下によって得
ることができるため、特別に屋根膜の加圧手段を設ける
必要がなく、この点からも構造の簡略化を図ることがで
きる。
As described above, in the floating structure above water according to the first aspect of the present invention, the annular substrate is submerged by buoyancy by the buoyancy adjusting means to raise the internal pressure. The roof membrane of the airtight structure that is attached so as to cover the central space of the is expanded and supported, and the air buoyancy in the roof membrane causes it to float above the water. Therefore, the buoyancy for supporting the entire floating structure on the annular base itself. It is possible to significantly reduce the strength of this annular base body by eliminating the need to provide the above structure, and, in combination with the use of the roof membrane, it is possible to significantly simplify the structure of the floating structure itself. . Further, since the pressure expansion of the roof membrane can be obtained by the sinking of the annular substrate, it is not necessary to provide a special pressure means for the roof membrane, and the structure can be simplified also from this point.

【0043】また、本発明の請求項2にあっては、前記
屋根膜に複数のケーブルを放射状に、さらに必要に応じ
て横方向に取り付け、放射状のケーブルの端部を前記環
状基体に固定したので、屋根膜に作用する張力をケーブ
ルで支持することができるため、屋根膜が著しく大型化
した場合にも、強度を得るためにこの屋根膜を厚肉化す
る必要がなく、延いては、屋根膜の軽量化および敷設作
業の簡単化を図ることができる。
Further, according to a second aspect of the present invention, a plurality of cables are radially attached to the roof membrane and further laterally if necessary, and the ends of the radial cables are fixed to the annular base body. Therefore, since the tension acting on the roof membrane can be supported by the cable, it is not necessary to thicken the roof membrane in order to obtain strength even when the roof membrane is remarkably enlarged. It is possible to reduce the weight of the roof membrane and simplify the laying work.

【0044】更に、本発明の請求項3にあっては、前記
環状基体の内周に放射状構造体を取付けたので、屋根膜
が膨張された際に環状基体に拡径方向の大きな荷重が作
用した場合にも、この荷重を前記放射状構造体で支持す
ることができるため、環状基体の強度を著しく増大で
き、延いては、この環状基体の構造上の簡略化および軽
量化を図ることができる。
Further, according to the third aspect of the present invention, since the radial structure is attached to the inner circumference of the annular base body, a large load in the radial direction acts on the annular base body when the roof membrane is expanded. Also in this case, since the load can be supported by the radial structure, the strength of the annular base can be remarkably increased, and the structural simplification and weight saving of the annular base can be achieved. .

【0045】更にまた、本発明の請求項4にあっては、
前記環状基体の内部を空洞化し、この空洞部分を生活空
間としたので、環状基体を居住空間へと有効利用するこ
とができる。また、前記放射状構造体の内部を空洞化
し、この空洞部分を生活空間としたので、この放射状構
造体の軽量化を図りつつ居住空間へと有効利用すること
ができる。
Furthermore, in claim 4 of the present invention,
Since the inside of the annular base body is hollowed and this hollow portion is used as a living space, the annular base body can be effectively used as a living space. Further, since the inside of the radial structure is made hollow and this hollow portion is used as a living space, the radial structure can be effectively used for a living space while achieving weight reduction.

【0046】更に、本発明の請求項5にあっては、前記
環状基体に内圧調整ゾーンで区画されるアクセス経路を
設け、このアクセス経路を介して出入りする構成とした
ので、外部から環状基体の内方に簡単に出入りすること
ができる。
Further, according to a fifth aspect of the present invention, since the access path defined by the internal pressure adjusting zone is provided in the annular base body and the access is made through the access path, the annular base body is externally connected. You can easily get in and out.

【0047】更にまた、本発明の請求項6にあっては、
前記環状基体の下方に水没される魚礁を設けたので、水
中の生態系の観察を容易に行うことができると共に、養
殖も可能となる。
Furthermore, in claim 6 of the present invention,
Since the fish reef to be submerged is provided below the annular substrate, the underwater ecosystem can be easily observed and aquaculture can be performed.

【0048】また、本発明の請求項7にあっては、前記
環状基体の下方に水中に埋没されるカプセルを設け、こ
のカプセルを、通路を介して環状基体または放射状構造
体に連通したので、前記カプセルを介して水中の観察を
容易に行うことができると共に、通路を介してカプセル
への出入りを水中に出ることなく簡単に行うことができ
る。
Further, according to claim 7 of the present invention, since a capsule which is buried in water is provided below the annular base body, and the capsule is communicated with the annular base body or the radial structure through the passage, Observation in water can be easily performed through the capsule, and the capsule can be easily accessed through the passage without going out into the water.

【0049】更に、本発明の請求項8にあっては、前記
放射状構造体に環状基体と同心状の環状輸送路を設けた
ので、各居住空間への行き来の便を図ることができる。
Further, in the eighth aspect of the present invention, since the radial structure is provided with the annular transportation path which is concentric with the annular base body, it is possible to facilitate the transportation to and from each living space.

【0050】更にまた、本発明の請求項9にあっては、
前記環状基体を全体としてプリーツ状リングとなるよう
に複数の小径円弧の結合体として構成し、この環状基体
に取付けた屋根膜に前記小径円弧の結合部分に対応して
放射状の凹溝を形成して、これら凹溝間で屋根膜を花弁
状に膨出したので、花弁状の膨出部分で屋根膜全体の強
度を分割して受持つことができるため、前記凹溝部分で
屋根膜の拘束力を高めることができるという各種優れた
効果を奏する。
Furthermore, in claim 9 of the present invention,
The annular base is constructed as a combination of a plurality of small-diameter circular arcs so as to form a pleated ring as a whole, and a radial concave groove is formed in the roof membrane attached to the annular base corresponding to the connection part of the small-diameter circular arcs. Since the roof membrane is bulged like a petal between these grooves, the strength of the entire roof membrane can be divided and taken up by the petal-shaped bulging portion. It has various excellent effects that it can increase power.

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

【図1】本発明の一実施例を示す水上浮遊構造物の断面
図である。
FIG. 1 is a cross-sectional view of a floating structure above water according to an embodiment of the present invention.

【図2】本発明の一実施例を示す水上浮遊構造物の浮遊
状態を示す断面図である。
FIG. 2 is a cross-sectional view showing a floating state of a floating structure above water according to an embodiment of the present invention.

【図3】本発明の他の実施例を示す水上浮遊構造物の全
体斜視図である。
FIG. 3 is an overall perspective view of a floating structure above water showing another embodiment of the present invention.

【図4】本発明の他の実施例を示す水上浮遊構造物の分
解斜視図である。
FIG. 4 is an exploded perspective view of a floating structure above water showing another embodiment of the present invention.

【図5】本発明の他の実施例を示す水上浮遊構造物の要
部を拡大した横断面図である。
FIG. 5 is an enlarged transverse cross-sectional view of a main part of a floating structure above water according to another embodiment of the present invention.

【図6】本発明の他の実施例を示す水上浮遊構造物の縦
断面図である。
FIG. 6 is a vertical cross-sectional view of a floating structure above water according to another embodiment of the present invention.

【図7】本発明の更に他の実施例を示す水上浮遊構造物
の縦断面図である。
FIG. 7 is a vertical cross-sectional view of a floating structure above water according to still another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10,10a 水上浮遊構造物 12 環状基体 12a 中央空間部 12b 空洞部 12c 小径円弧 14 屋根膜 14a 凹溝 16 ケーブル 18 放射状構造体 20 環状輸送
路 24 アクセス経路 24a 内圧調
整ゾーン 28 魚礁 30 カプセル
10, 10a Water floating structure 12 Annular substrate 12a Central space 12b Cavity 12c Small diameter arc 14 Roof membrane 14a Groove 16 Cable 18 Radial structure 20 Annular transport 24 Access route 24a Inner pressure regulation zone 28 Fish reef 30 Capsule

───────────────────────────────────────────────────── フロントページの続き (72)発明者 田畑 博章 東京都千代田区神田司町2丁目3番地 株 式会社大林組東京本社内 (72)発明者 達冨 浩 東京都千代田区神田司町2丁目3番地 株 式会社大林組東京本社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Hiroaki Tabata 2-3 Kandaji-cho, Chiyoda-ku, Tokyo Obayashi Corporation Tokyo headquarters (72) Inventor Hiroshi Tatsumi 2-3 Kandaji-cho, Chiyoda-ku, Tokyo Address House Obayashi Gumi Tokyo Head Office

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 浮力調整手段が設けられたリング状の環
状基体と、この環状基体にこれの中央空間部を覆って取
付けられる気密構造の屋根膜とを備え、環状基体を沈下
させて内部気圧を上昇させることにより、屋根膜をドー
ム状に膨張支持させて水上に構築されることを特徴とす
る水上浮遊構造物。
1. A ring-shaped annular base body provided with a buoyancy adjusting means, and a roof membrane having an airtight structure which is attached to the annular base body so as to cover the central space portion of the ring-shaped base body. A floating structure above the water, which is constructed on the water by expanding and supporting the roof membrane in a dome shape by raising.
【請求項2】 前記屋根膜に複数のケーブルを放射状、
および必要に応じて横方向に取付け、それぞれのケーブ
ルの端部を前記環状基体に固定したことを特徴とする請
求項1に記載の水上浮遊構造物。
2. A plurality of cables are radially provided on the roof membrane,
The floating structure above water according to claim 1, characterized in that the cable is attached laterally as required and the ends of the respective cables are fixed to the annular base body.
【請求項3】 前記環状基体の内周に放射状構造体を取
付けたことを特徴とする請求項1または2に記載の水上
浮遊構造物。
3. The floating structure above water according to claim 1 or 2, wherein a radial structure is attached to the inner circumference of the annular substrate.
【請求項4】 前記環状基体および前記放射状構造体の
少なくともいずれか一方の内部を空洞化し、この空洞部
分を生活空間としたことを特徴とする請求項1〜3いず
れかの項に記載の水上浮遊構造物。
4. The water surface according to claim 1, wherein the inside of at least one of the annular base body and the radial structure is hollowed, and the hollow portion is used as a living space. Floating structure.
【請求項5】 前記環状基体に内圧調整ゾーンで区画さ
れるアクセス経路を設け、このアクセス経路を介して出
入りすることを特徴とする請求項1〜4いずれかの項に
記載の水上浮遊構造物。
5. The floating structure above water according to any one of claims 1 to 4, wherein the annular base body is provided with an access path defined by an internal pressure adjusting zone, and access is made through the access path. .
【請求項6】 前記環状基体の下方に水没される魚礁を
設けたことを特徴とする請求項1〜5いずれかの項に記
載の水上浮遊構造物。
6. The floating structure above water according to claim 1, wherein a fish reef to be submerged is provided below the annular substrate.
【請求項7】 前記環状基体の下方に水没されるカプセ
ルを設け、このカプセルを、通路を介して環状基体また
は放射状構造体に連通したことを特徴とする請求項3〜
6いずれかの項に記載の水上浮遊構造物。
7. A submerged capsule is provided below the annular base, and the capsule is connected to the annular base or the radial structure through a passage.
6. The floating structure above water according to any one of items.
【請求項8】 前記放射状構造体に環状基体と同心状の
環状輸送路を設けたことを特徴とする請求項3〜7いず
れかの項に記載の水上浮遊構造物。
8. The floating structure above water according to any one of claims 3 to 7, wherein the radial structure is provided with an annular transportation path concentric with the annular substrate.
【請求項9】 前記環状基体を全体としてプリーツ状リ
ングとなるように複数の小径円弧の結合体として構成
し、この環状基体に取付けた屋根膜に前記小径円弧の結
合部分に対応して放射状の凹溝を形成して、これら凹溝
間で屋根膜を花弁状に膨出することを特徴とする請求項
1〜8いずれかの項に記載の水上浮遊構造物。
9. The annular base is constructed as a combination of a plurality of small-diameter arcs so as to form a pleated ring as a whole, and a roof membrane attached to the annular base is provided with a radial shape corresponding to the connection part of the small-diameter arcs. The floating structure above water according to any one of claims 1 to 8, wherein concave grooves are formed and the roof membrane is bulged like petals between the concave grooves.
JP6253126A 1994-10-19 1994-10-19 Water-floating structures Expired - Lifetime JP2904029B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6253126A JP2904029B2 (en) 1994-10-19 1994-10-19 Water-floating structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6253126A JP2904029B2 (en) 1994-10-19 1994-10-19 Water-floating structures

Publications (2)

Publication Number Publication Date
JPH08113190A true JPH08113190A (en) 1996-05-07
JP2904029B2 JP2904029B2 (en) 1999-06-14

Family

ID=17246867

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6253126A Expired - Lifetime JP2904029B2 (en) 1994-10-19 1994-10-19 Water-floating structures

Country Status (1)

Country Link
JP (1) JP2904029B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017137048A (en) * 2016-02-03 2017-08-10 株式会社 エンチ Artificial floating island
CN114275110A (en) * 2021-12-28 2022-04-05 谢沛鸿 Jellyfish iceberg type marine building structure
CN114810502A (en) * 2022-03-04 2022-07-29 上海理工大学 Floating type wind turbine platform with bionic fractal characteristic
CN117485500A (en) * 2023-11-01 2024-02-02 天津大学 Self-drainage cleaning device of offshore photovoltaic cable membrane floating island structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017137048A (en) * 2016-02-03 2017-08-10 株式会社 エンチ Artificial floating island
CN114275110A (en) * 2021-12-28 2022-04-05 谢沛鸿 Jellyfish iceberg type marine building structure
CN114810502A (en) * 2022-03-04 2022-07-29 上海理工大学 Floating type wind turbine platform with bionic fractal characteristic
CN117485500A (en) * 2023-11-01 2024-02-02 天津大学 Self-drainage cleaning device of offshore photovoltaic cable membrane floating island structure
CN117485500B (en) * 2023-11-01 2024-06-07 天津大学 Self-drainage cleaning device of offshore photovoltaic cable membrane floating island structure

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