JPH02306893A - Floating/sinking supporter - Google Patents

Floating/sinking supporter

Info

Publication number
JPH02306893A
JPH02306893A JP12837789A JP12837789A JPH02306893A JP H02306893 A JPH02306893 A JP H02306893A JP 12837789 A JP12837789 A JP 12837789A JP 12837789 A JP12837789 A JP 12837789A JP H02306893 A JPH02306893 A JP H02306893A
Authority
JP
Japan
Prior art keywords
water
floating
hollow body
float
sinking
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
JP12837789A
Other languages
Japanese (ja)
Inventor
Hiroto Ito
博人 伊藤
Kosaku Ikeda
耕作 池田
Kazunobu Taoka
田岡 和信
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.)
Daiho Construction Co Ltd
Original Assignee
Daiho Construction Co Ltd
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 Daiho Construction Co Ltd filed Critical Daiho Construction Co Ltd
Priority to JP12837789A priority Critical patent/JPH02306893A/en
Publication of JPH02306893A publication Critical patent/JPH02306893A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To construct a supporter which is easy to change its surface area or height irrespective of water depth, to maintain and to remove, by using a hollow body which floats or sinks freely and is capable of controlling increase or decrease in its volume through supplying or extracting of inner gas or liquid. CONSTITUTION:A floating/sinking supporter 12 is towed onto a construction site at a water bottom surface after being floated on the water level by air supplied to its float 11. Air in the float 11 of the floating/sinking supporter 12 is extracted through an air supply/discharge pipe 15 at first. Then water is supplied to the float 11 until it reaches a fixed pressure. Subsequently, the sunk floating/sinking supporter is landed on the water bottom by feeding water to its side floats 21. In this state, a concrete structure 22 is constructed to have a height with enough floating ability on the deck of a working stage boat 20. Then water in the side floats 21 is extracted and the working stage boat 20 with the concrete structure 22 is floated on the water level. After it is towed onto the construction site, water is supplied to the side floats 21 again to sink only the working stage boat 20 under the water level and the concrete structure 22 and the working stage boat 20 are separated.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明はケーソンの如きコンクリート構造物を築造す
る場合等に用いられる作業台船等の着底用の浮沈架台に
関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a floating platform for landing on the bottom of a work barge, etc., which is used when constructing a concrete structure such as a caisson.

(従来の技術) 岸壁の近くで防波堤等として利用されるケーソンの如き
コンクリート構造物を築造する場合、第8図に示される
ように、捨石や土砂等で予め水底2に造成したマウンド
3上に作業台船4を着底させ、この作業台船4内にコン
クリート構造物1を築造していた。
(Prior art) When constructing a concrete structure such as a caisson to be used as a breakwater near a quay, as shown in Fig. The work barge 4 was brought to the bottom, and the concrete structure 1 was being built inside the work barge 4.

この場合、製作するコンクリート構造物1の規模に合う
作業台船4を任意の位置と深さに据え付けるために、マ
ウンド3は岸壁の製作ヤード5に近い水底2に、所定の
深度まで土砂等を造成して築造していた。
In this case, in order to install the work barge 4 at an arbitrary position and depth that matches the scale of the concrete structure 1 to be fabricated, the mound 3 is filled with earth and sand to a predetermined depth on the water bottom 2 near the fabrication yard 5 of the quay. It was being created and built.

(発明が解決しようとする課題) しかしながら、前述したようなコンクリート構造物の築
造手段では、以下のような種々の課題を有していた。
(Problems to be Solved by the Invention) However, the means for constructing concrete structures as described above has had various problems as described below.

(1)マウンド3の造成あるいは撤去に時間と労力がか
かり、その結果経済性も悪くなる。
(1) It takes time and effort to create or remove the mound 3, and as a result, the economic efficiency becomes poor.

すなわち、所定の深度に達するまでの土砂の投入とマウ
ンド3の底面の均しを行う必要から、そのための装置と
設備か必要となる。また、これらの装置と設備を操作し
てマウンドを造成する労力と時間が多くかかる。そして
、これらの点は撤去の際にも言えることであり、その結
果不経済である。
That is, since it is necessary to introduce earth and sand until a predetermined depth is reached and to level the bottom surface of the mound 3, devices and equipment for this purpose are required. In addition, it takes a lot of effort and time to operate these devices and equipment to create the mound. These points also apply to demolition, which is uneconomical.

(2)マウンド3の深度あるいはその面積の増減調節を
容易に行うことができない。
(2) It is not possible to easily increase or decrease the depth or area of the mound 3.

すなわち、マウンドは岸壁の近くにて造成するため、場
合によっては船舶の運航上の理由から、やむを得ず一時
的に撤去あるいは縮減するために余剰部分を浚渫あるい
は掘削して除去しなければならない。
In other words, since the mound is constructed near the quay, in some cases, for reasons of ship operation, it is unavoidable to temporarily remove or reduce the size of the mound, and the excess portion must be removed by dredging or excavating.

また、改めてマウンドを造成したり面積を増加させるに
は、新たに水中にて土砂の盛土と均しを行わなければな
らず、何れにしても作業が煩雑である。
In addition, in order to create a new mound or increase its area, it is necessary to fill and level the earth and sand under water, which is a complicated work in any case.

(3)マウンドの造成や増減調節の際、あるいは撤去の
際に必ず水の汚濁が生しる。
(3) Water pollution always occurs when mounds are created, increased or decreased, or removed.

すなわち、マウンドを造成したり増設するために行う土
砂の投入のときに海中が汚濁され、また均し作業のとき
には均し装置によって整地される土砂が海底付近を汚濁
する。このことは、撤去の際の浚渫や掘削のときも間挿
であり、広い範囲の海洋汚濁につながる。
That is, when soil is added to create or expand a mound, the sea becomes contaminated, and during leveling work, the soil leveled by the leveling device pollutes the vicinity of the seabed. This means that dredging and excavation during removal are intermittent, leading to widespread ocean pollution.

(4)維持管理が難しい。(4) Difficult to maintain and manage.

すなわち、海水の流れでマウンド3の「のり面」 =あ
るいは「天端」は常に侵食を受ける。従って、これを防
止するためには、第8図に示した「のり部3a」や「肩
部」に侵食防止用ブロックを設ける等の予防策を行う他
、侵食を受けた箇所の保守作業が必要であり、維持管理
が煩雑である。
In other words, the ``slope'' or ``top'' of Mound 3 is constantly eroded by the flow of seawater. Therefore, in order to prevent this, in addition to taking preventive measures such as installing erosion prevention blocks on the ``glue part 3a'' and ``shoulder'' shown in Figure 8, maintenance work on the eroded areas must be carried out. necessary, and maintenance is complicated.

(5)水深が深いと経費および時間と労力が多くかかり
不利である。
(5) Deep water requires a lot of cost, time and effort, which is disadvantageous.

すなわち、水深が深い場合、所定の深度のマウンド3を
造成するための土量が非常に多くなり、また、すそ地を
広くとる必要があるため、マウンド3の造成あるいは撤
去に多くの時間と労力を要するだけでなく、そのための
経費も多くかかることになる。
In other words, when the water depth is deep, the amount of earth required to create the mound 3 at a predetermined depth is extremely large, and the base area needs to be wide, so it takes a lot of time and effort to create or remove the mound 3. Not only is this necessary, but it also costs a lot of money.

この発明は斯る課題を解決するためになされたもので、
その目的とするところは、マウンドをI合方や砂等を盛
土するものに代え、内容積が増減制御可能で浮沈自在な
中空体を用いることにより、水深が浅い場合は勿論のこ
と深くても構築が容易で、かつその面積や高さの変更、
維持管理、撤去作業等の容易な浮沈架台を提供すること
にあり、また、他の目的は、前記中空体の上部に魚溜槽
を設けこの魚溜槽に生きたまま捕えた魚を収容し、観光
用として利用可能な浮沈架台を提供することにある。
This invention was made to solve this problem.
The purpose of this is to replace the mound with an I-mound or sand embankment by using a hollow body whose internal volume can be controlled to increase and decrease, and which can float and sink. Easy to construct and change its area and height,
The purpose is to provide a floating platform that is easy to maintain, manage, remove, etc., and another purpose is to provide a fish tank in the upper part of the hollow body and store fish caught alive in the fish tank, so that it can be used for sightseeing. The purpose of the present invention is to provide a floating stand that can be used for various purposes.

(課題を解決するための手段) 前記目的を達成するため、本発明は、内容積が増減制御
可能な中空体と、該中空体の周囲に設けられ、前記中空
体と一体的に浮沈する枠体と、前記中空体には気体・液
体等の供給・排出を行う給排管とを備えていることを特
徴とし、 また、前記中空体および枠体の上部に魚溜槽を一体的に
配置してなることを特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a hollow body whose internal volume can be controlled to increase and decrease, and a frame provided around the hollow body that floats and sinks integrally with the hollow body. and a supply/discharge pipe for supplying and discharging gas, liquid, etc. to the hollow body, and a fish tank is integrally arranged above the hollow body and the frame body. It is characterized by being

(作用) 前記構成としたことにより、本発明によれば、給排管を
介して中空体の中に水や粉粒物等を注入することで、該
中空体は水面下に沈設されるため、この沈設された中空
体の上部に作業台船を着底させることが可能となり、い
わゆるケーソンの如きコンクリート構造物を築造する際
のマウンドとしての役目を担うことができる。
(Function) With the above configuration, according to the present invention, the hollow body is submerged below the water surface by injecting water, powder, etc. into the hollow body through the supply/discharge pipe. It becomes possible to place a work barge on the top of this sunken hollow body, and it can serve as a mound when constructing a concrete structure such as a so-called caisson.

この場合、前記中空体に注入される水等の注入量を加減
したり中空体の接続量を加減することで、その高さや面
積を自由に調節することが可能である。
In this case, it is possible to freely adjust the height and area of the hollow body by adjusting the amount of water or the like injected into the hollow body or by adjusting the amount of connection of the hollow body.

また、前記中空体の中の水等を排出させ、代りにエアー
等の気体を供給することにより、その浮力で中空体は水
面上に浮上することができ、この様に中空体への気体や
液体等の供給排出によって、中空体は浮沈自在に制御さ
れる。
Furthermore, by discharging water etc. from the hollow body and supplying gas such as air instead, the hollow body can float above the water surface due to its buoyancy. The hollow body is controlled to float or sink by supplying and discharging liquid or the like.

更に、前記中空体の上部に魚溜槽を一体的に配置するこ
とで、この魚溜槽を中空体と共に浮沈自在に制御し、水
中で捕えた魚等を魚溜槽の中に生きたまま収容し、観光
用として活用することもできる。
Furthermore, by integrally arranging a fish tank on the upper part of the hollow body, the fish tank can be controlled to float and sink together with the hollow body, and fish etc. caught underwater can be housed alive in the fish tank, It can also be used for tourism purposes.

(実施例) 以下、図面に基づき本発明の好ましい実施例を説明する
(Example) Hereinafter, preferred examples of the present invention will be described based on the drawings.

本発明の特徴的なことは、内容積が増減制御可能な中空
体と、該中空体の周囲に設けられ、中空体と一体的に浮
沈する枠体と、前記中空体との間で気体・液体等の供給
・排出をけう給徘管とを備えていることである。
The present invention is characterized by a hollow body whose internal volume can be controlled to increase or decrease, a frame provided around the hollow body that floats and sinks integrally with the hollow body, and a gas/gas flow between the hollow body and the hollow body. It is equipped with a supply pipe for supplying and discharging liquid, etc.

すなわち、第1図〜第4図には本発明の実施例が示され
ており、浮沈架台10は、第1図(a)(b)に示され
るように、複数個のフロート11.11.・・・が矩形
状に整列配置されてその周囲を包囲するような枠体12
を備えている。前記各フロー)11と枠体12とは固定
具13にて一体的に連結されていて、これらフロート群
の表裏両面側は各フロー[1が離脱しないように、ワイ
ヤローブや帯状の金属板等から成る固定バンド14にて
挟持されている。
That is, an embodiment of the present invention is shown in FIGS. 1 to 4, and the floating stand 10 includes a plurality of floats 11, 11, . . . as shown in FIGS. ... are arranged in a rectangular shape and surround the surrounding frame 12
It is equipped with Each of the above-mentioned flows) 11 and the frame 12 are integrally connected by a fixture 13, and both the front and back sides of these float groups are protected from wire lobes, band-shaped metal plates, etc. to prevent each flow [1] from separating. It is held by a fixing band 14 consisting of:

前記フローH1は、内容積が増減制御可能なゴムやプラ
スチック等の伸縮性に冨む材質かう成り、前記枠体12
内に収容された給排気管15または注排水管16を介し
て、エアーの供給・排出や液体の注入・排水等が行われ
る。
The flow H1 is made of a highly elastic material such as rubber or plastic whose internal volume can be controlled to increase or decrease, and is connected to the frame 12.
Air supply/discharge, liquid injection/drainage, etc. are performed via the supply/exhaust pipe 15 or the injection/drainage pipe 16 housed inside.

ここで、前記固定具13は、フロート11と給排気管1
5および注排水管16とを接続する役目を兼ねており、
内部に注入される気体や液体等の種類によってその浮力
が自在に調節され、また、その注入量を加減することで
フロー目1の高さ調整を行うことも可能となっている。
Here, the fixture 13 includes the float 11 and the supply/exhaust pipe 1.
5 and the filling and draining pipe 16,
The buoyancy can be freely adjusted depending on the type of gas or liquid injected into the interior, and the height of the flow eye 1 can also be adjusted by adjusting the amount of injection.

なお、前記フローH1は、外力が加えられたときに発生
する内圧によっても十分耐え得る構造を存している。
Note that the flow H1 has a structure that can sufficiently withstand internal pressure generated when an external force is applied.

このため、浮沈架台10は、フロート11の内部にエア
ー等の気体が供給されるとその浮力で水面に浮上し、ま
た、フロート11の内部に水等の液体や粉粒物が注入さ
れると水中あるいは水底に沈降するようになっている。
Therefore, when a gas such as air is supplied to the inside of the float 11, the floating stand 10 rises to the surface of the water due to its buoyancy, and when a liquid such as water or powder is injected into the inside of the float 11, the float 10 floats to the surface of the water. It is designed to sink into the water or to the bottom of the water.

以上により、岸壁の近くにケーソンの如きコンクリート
構造物を築造するには、前述のように、例えば浮沈架台
10のフロートll内にエアーを供給して水面に浮上さ
せ、第2図のように、マウンドを造成すべき岸壁の近く
の所定の水底面上に曳航したり、あるいは壁厚のクレー
ン等で移動させる。
As described above, in order to construct a concrete structure such as a caisson near the quay, as described above, for example, air is supplied into the float 10 of the floating pedestal 10 to float it to the water surface, and as shown in FIG. The mound is towed onto a predetermined water bottom near the quay where the mound is to be constructed, or moved using a thick wall crane.

目的地に到達したら、第3図に示されるように、前記浮
沈架台lOを所定の位置に沈設するための作業を行う、
すなわち、先ず給排気管15を介して浮沈架台10のフ
ロー)11内のエアーを抜き、続いて、岸壁17に配置
したポンプ設備18を操作して吸排水管19によって吸
水すると同時に、注排水管16によってフロート11内
に注水を行い、浮沈架台10を水底に沈設させる。
When the destination is reached, as shown in FIG. 3, work is carried out to sink the floating platform IO into a predetermined position.
That is, first, the air inside the floating frame 10 is removed via the supply/exhaust pipe 15, and then the pump equipment 18 disposed on the quay 17 is operated to suck water through the suction/drainage pipe 19, and at the same time, the water supply/drainage pipe 16 is Water is poured into the float 11, and the floating stand 10 is sunk to the bottom of the water.

このとき、フロート11には、一定の圧力を付与するま
で水を供給した後、注排水管16のバルブを閉止する。
At this time, after water is supplied to the float 11 until a constant pressure is applied, the valve of the water supply pipe 16 is closed.

こうして沈設された浮沈架台10の上に、第4図のよう
に、作業台船20の側部フロート21内に水を注入して
該作業台船20を着底させる。この状態で、コンクリー
ト構造物22を作業台船20の床板の上で築造し、コン
クリート構造物22が十分な浮力を持つ高さまで築造で
きたら前記側部フロー)21内の水を抜き、作業台船2
0をコンクリート構造物22と共に水面に浮かべてこれ
らを所定の位置まで曳航させる。
As shown in FIG. 4, water is injected into the side float 21 of the work barge 20 on top of the floating platform 10 sunk in this manner, and the work barge 20 is brought to the bottom. In this state, the concrete structure 22 is built on the floor plate of the work barge 20, and when the concrete structure 22 is built to a height where it has sufficient buoyancy, the water in the side flow 21 is drained and the work platform is ship 2
0 is floated on the water surface together with the concrete structure 22, and these are towed to a predetermined position.

目的の位置に到達したら、再び側部フロート21内に注
水して作業台船20のみを水面下に沈め、コンクリ−日
青造物22と作業台船20とを分離する。
When the target position is reached, water is again poured into the side floats 21 to submerge only the work barge 20 under the water surface, thereby separating the concrete Nissei Structures 22 and the work barge 20.

このようにして、コンクリート構造物22を単独で水面
に浮かべ、更にこのコンクリート構造物22内に注水し
て、水底の所定位置に沈設する。
In this way, the concrete structure 22 is floated alone on the water surface, and then water is poured into the concrete structure 22 to sink it to a predetermined position on the bottom of the water.

前記により沈設された浮沈架台lOの移動および撤去の
際は、フロート11内の水をポンプ設備18の操作によ
り排水し、続いて給排気管15にコンプレッサ設置23
を接続する。そして、フロート11内に給気を行い、エ
アーの内圧でフロー)11を膨らませることにより浮力
を増大させ浮沈架台lOを水面に浮上させる。
When moving or removing the floating platform 1O that has been sunk as described above, the water in the float 11 is drained by operating the pump equipment 18, and then a compressor is installed 23 in the supply and exhaust pipe 15.
Connect. Then, air is supplied into the float 11 and the internal pressure of the air inflates the float 11 to increase the buoyancy and float the float 10 to the surface of the water.

なお、本実施例では、前記フロー[1,11,・・・は
単層でかつ平行に整列配置した場合について説明したが
、これに限ることなく、例えば浮沈架台lOを複数個用
意して2N、3層、・・・と積み重ねたり、各フロート
11を互いにクロスさせて配置することで、いわゆるマ
ウンドの高さを調節することもできる。また、浮沈架台
10を2列、3列、・・・と縦横方向に並べることで、
その広さを自在に変えることもできる。
In this embodiment, the flow [1, 11, ...] is a single layer and is arranged in parallel. However, the present invention is not limited to this. , three layers, etc., or by arranging the floats 11 so as to cross each other, the height of the so-called mound can be adjusted. In addition, by arranging the floating frames 10 in two rows, three rows, etc. in the vertical and horizontal directions,
You can also change its width at will.

更に、浮沈架台10を沈設する場合、フローMl内に注
水する代りに、例えば微細砂を水と共に注入し、フロー
ト11内を微細砂で充填することにより、充分な支持力
を得ることができる。この場合、浮沈架台lOを浮上さ
せるには、フローH1内の砂をポンプ設備18により水
をジェット状に噴出させつつ、水と共にこの微細砂を排
出すればよい。
Furthermore, when submerging the floating platform 10, sufficient supporting force can be obtained by injecting, for example, fine sand together with water instead of pouring water into the flow Ml and filling the inside of the float 11 with fine sand. In this case, in order to float the floating platform IO, it is sufficient to discharge the fine sand together with the water while jetting water out of the sand in the flow H1 in the form of a jet using the pump equipment 18.

次に第5図(a)(b)には、魚溜槽24を備えた浮沈
架台100の実施例が示されている。
Next, FIGS. 5(a) and 5(b) show an embodiment of a floating frame 100 equipped with a fish storage tank 24.

すなわち、この浮沈架台100は、フロー目1および枠
体12の上部に床台25を介して設けられた魚溜槽24
を備えており、この魚溜槽24はプラスチックやガラス
等の透明板から成る側板26と床#!i27から成って
いる。また、前記床台25は床板27と共に魚溜槽24
の底部を形成しており、魚溜槽24が水面から浮上した
際、槽内の水荷重や槽の自重をフロー[1に均等に伝達
する役目をなしている。
That is, this floating frame 100 has a fish storage tank 24 provided on the flow eye 1 and the upper part of the frame body 12 via a floor stand 25.
This fish tank 24 has a side plate 26 made of a transparent plate such as plastic or glass, and a floor #! It consists of i27. Further, the floor stand 25 is connected to the fish tank 24 together with the floor plate 27.
When the fish tank 24 rises from the water surface, it plays the role of evenly transmitting the water load in the tank and the tank's own weight to the flow [1].

前記側板26の外周側には、槽内の水圧によってできる
側板26からの荷重を支えるための横側枠28a、28
a、・・・および縦側枠28b、28b、・・・が設け
られている。なお、符号29は人が歩くための歩廊であ
り、また符号30は手すりである。
On the outer peripheral side of the side plate 26, there are horizontal side frames 28a, 28 for supporting the load from the side plate 26 caused by the water pressure in the tank.
a, . . . and vertical side frames 28b, 28b, . Note that the reference numeral 29 is a walkway for people to walk on, and the reference numeral 30 is a handrail.

以上により、魚溜槽24は、浮沈架台100が水面に浮
上した後、槽内に溜まった水等による水圧にも十分耐え
得る構造となっている。
As described above, the fish storage tank 24 has a structure that can sufficiently withstand the water pressure caused by the water accumulated in the tank after the floating platform 100 floats to the water surface.

このような浮沈架台100を使用するには、第6図のよ
うに、浮沈架台100を浮上させた状態で、漁船31等
により漁場等の水域に曳航して行く。所定の水底面上に
曳航した後、浮沈架台100を沈設すると共に、漁船3
1を操作して網32の中に魚等を浦える0次に、この網
32の範囲を徐々に狭めていって、魚溜槽24の中に入
る大きさにし、漁船3Iの曳航する網31を浮沈架台1
00の沈設位置まで移動させる。
To use such a floating pedestal 100, as shown in FIG. 6, the floating pedestal 100 is floated and towed to a water area such as a fishing ground by a fishing boat 31 or the like. After being towed onto a predetermined water bottom surface, the floating platform 100 is sunk, and the fishing boat 3 is
Next, the area of the net 32 is gradually narrowed to a size that can fit into the fish storage tank 24, and the net 31 towed by the fishing boat 3I is floating stand 1
Move it to the installation position of 00.

続いて、第7図のように、浮沈架台100を浮上させ、
水中にて魚溜槽24内に網32を入れて水面上に持ち上
げる。最後に、魚溜槽24内の網32を抜き取り、魚等
を槽内に移す。
Subsequently, as shown in FIG. 7, the floating platform 100 is floated,
A net 32 is placed in a fish tank 24 underwater and lifted above the water surface. Finally, the net 32 inside the fish tank 24 is removed and the fish etc. are moved into the tank.

すなわち、本発明の実施例によれば、例えば単なる浮沈
自在な魚溜槽として魚港まで曳航し、水面に浮かべた状
態にてアンカーを降ろす等により浮沈架台100を設置
し、観光客を架台の歩廊29に乗せて見物させることも
できる。
That is, according to the embodiment of the present invention, the floatable platform 100 is installed by, for example, being towed to a fish port as a simple fish tank that can freely float and sink, and lowering the anchor while floating on the water surface, and tourists are guided to the walkway of the platform. You can also take them on board 29 to see the sights.

(発明の効果) この発明は以上説明した通り、内容積が増減制御n可能
な中空体と、該中空体の周囲に設けられ、中空体と一体
的に浮沈する枠体と、前記中空体との間で気体・液体等
の供給・排出をけう給排管とを備えていることにより、
以下のような効果を有する。
(Effects of the Invention) As explained above, the present invention includes a hollow body whose internal volume can be controlled to increase and decrease, a frame provided around the hollow body and floating and sinking integrally with the hollow body, and a frame body that floats and sinks integrally with the hollow body. By being equipped with supply and discharge pipes for supplying and discharging gas, liquid, etc. between
It has the following effects.

(1)中空体の内容積が増減可能であると共に、浮力や
自重の制御が可能であるため、これをいわゆるケーソン
の如きコンクリート構造物の築造の際のマウンドとして
用いたとき、その築造や撤去がきわめて容易であり、工
期を短縮することができる。
(1) The internal volume of the hollow body can be increased or decreased, and its buoyancy and self-weight can be controlled, so when it is used as a mound for constructing a concrete structure such as a caisson, it can be constructed and removed. This is extremely easy and can shorten the construction period.

(2)中空体に注入される液体等の量を加減することで
、その高さを自由に調節することができ、また、接続さ
れる中空体の量を加減することで、そ  ・の面積を調
節することもできる。
(2) By adjusting the amount of liquid, etc. injected into the hollow body, its height can be freely adjusted, and by adjusting the amount of the hollow body to be connected, its area can be adjusted. can also be adjusted.

(3)捨石や砂等を盛土して築造されるマウンドは、土
砂等を撤去するときに必ず水の汚濁が生じていたが、本
発明では水の汚濁の心配がなく、環境汚染上も好ましい
(3) Mounds constructed by filling up with rubble, sand, etc. always caused water pollution when the earth and sand were removed, but with the present invention there is no worry of water pollution, and it is preferable in terms of environmental pollution. .

【4ン  従来は水の流れでマウンドが常に侵食されて
いたが、本発明によれば、そのようなことがなく維持管
理が簡単である。
[4] Conventionally, the mound was constantly eroded by the flow of water, but according to the present invention, this does not occur and maintenance is easy.

(5)従来は水深の浅い所で盛土してマウンドを築造し
ていたが、深い所になると土の量も多(なり、築造に時
間と手間がかかり撤去および残土処理も難しかったが、
本発明によれば、中空体の高さを自在にmsすることが
できるので、容易に深さ調節を行うことができる。
(5) Conventionally, mounds were constructed by embanking at shallow water depths, but the deeper the water became, the larger the amount of soil, which required time and effort to build and was difficult to remove and dispose of the remaining soil.
According to the present invention, since the height of the hollow body can be freely adjusted to ms, the depth can be easily adjusted.

また本発明は、前記中空体および枠体の上部に魚溜槽を
一体的に配置したことにより、二〇魚溜槽を中空体と共
に水中に沈降させ、水中で捕えた魚等をそのまま魚溜槽
の中に住きたまま収容していわゆる観光用として活用す
ることができる。
Furthermore, the present invention has a fish tank integrally arranged on the upper part of the hollow body and the frame body, so that the fish tank can sink into the water together with the hollow body, and the fish etc. caught in the water can be directly placed in the fish tank. It is possible to house them while still living in them and use them for so-called tourist purposes.

【図面の簡単な説明】 第1図(a)は本発明に係る浮沈架台の断正面図、第1
図(b)はその平面図、第2図は浮沈架台を浮上させた
状態を示す図、第3図は水底に沈設した状態を示す図、
第4図は浮沈架台の上に作業台船を着底させてコンクリ
ート構造物を築造する状態を示す図、第5図(a)は中
空体および枠体の上部に魚溜槽を起重した浮沈架台の断
正面図、第5図℃)はその平面図、第6図は第5図の浮
沈架台を水中に沈降させ、その魚溜槽に向けて網を移動
させる状態を示す図、第7図は浮沈架台を浮上させて網
で捕えた魚を魚溜槽の中に移す状態を示す図、第8図は
従来例を示す図であって、水底にマウンドを造成しその
上に作業台船を着底させてコンクリート構造物を築造す
る状態を示す図であ葛。 1.100  ・・浮沈架台 11・・・・・フロート 12・・・・・枠体 13・・・・・固定具 14・・・・・固定バンド 15・・・・・給排気管 16・・・・・注排水管 24・・・・・魚溜槽 25・・・・・床台 26・ ・ ・ ・ ・ 側)反 27・・・・・床板 第1図 (b) 第2図 第3図 第4図 第5図 (b) 坑7図 第8図
[BRIEF DESCRIPTION OF THE DRAWINGS] FIG. 1(a) is a cross-sectional front view of a floating frame according to the present invention.
Figure (b) is its plan view, Figure 2 is a diagram showing the floatation platform in a floating state, Figure 3 is a diagram showing the state in which it is sunk to the bottom of the water,
Figure 4 is a diagram showing the state in which a concrete structure is constructed by placing a work barge on the bottom of a floating frame, and Figure 5 (a) shows a floating and sinking structure with a fish tank suspended above the hollow body and frame. A cross-sectional view of the pedestal, Figure 5) is its plan view, Figure 6 is a diagram showing the state in which the floating pedestal in Figure 5 is submerged in water and the net is moved toward the fish tank. 8 is a diagram showing a state in which a floating platform is floated to transfer fish caught with a net into a fish tank, and FIG. This is a diagram showing the state in which a concrete structure is constructed after it has landed on the bottom. 1.100 ...Floating stand 11 ... Float 12 ... Frame 13 ... Fixture 14 ... Fixing band 15 ... Supply and exhaust pipe 16 ... ... Filling and draining pipe 24 ... Fish tank 25 ... Floor stand 26 ... Side) Reverse 27 ... Floor board Fig. 1 (b) Fig. 2 Fig. 3 Figure 4 Figure 5 (b) Pit 7 Figure 8

Claims (2)

【特許請求の範囲】[Claims] (1)内容積が増減制御可能な中空体と、該中空体の周
囲に設けられ、前記中空体と一体的に浮沈する枠体と、
前記中空体に気体・液体等の供給・排出を行う給排管と
を備えていることを特徴とした浮沈架台。
(1) A hollow body whose internal volume can be controlled to increase or decrease; a frame provided around the hollow body and floating and sinking integrally with the hollow body;
A floating and sinking frame comprising a supply and discharge pipe for supplying and discharging gas, liquid, etc. to the hollow body.
(2)請求項1記載の浮沈架台において、前記中空体お
よび枠体の上部に魚溜槽を一体的に配置してなることを
特徴とした浮沈架台。
(2) A floating and sinking pedestal according to claim 1, characterized in that a fish tank is integrally arranged above the hollow body and the frame body.
JP12837789A 1989-05-22 1989-05-22 Floating/sinking supporter Pending JPH02306893A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12837789A JPH02306893A (en) 1989-05-22 1989-05-22 Floating/sinking supporter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12837789A JPH02306893A (en) 1989-05-22 1989-05-22 Floating/sinking supporter

Publications (1)

Publication Number Publication Date
JPH02306893A true JPH02306893A (en) 1990-12-20

Family

ID=14983316

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12837789A Pending JPH02306893A (en) 1989-05-22 1989-05-22 Floating/sinking supporter

Country Status (1)

Country Link
JP (1) JPH02306893A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013240776A (en) * 2012-05-21 2013-12-05 Isao Kato Apparatus for collecting fresh water from seawater

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4988289A (en) * 1972-12-27 1974-08-23
JPS5686885A (en) * 1979-12-14 1981-07-15 Hitachi Zosen Corp Installation method of plant barge
JPS5864852A (en) * 1981-10-14 1983-04-18 Shigeru Sakamoto Shouldering device for handset for telephone set
JPS60197486A (en) * 1984-03-21 1985-10-05 Mitsui Eng & Shipbuild Co Ltd Semisubmersible type leisure facilities

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4988289A (en) * 1972-12-27 1974-08-23
JPS5686885A (en) * 1979-12-14 1981-07-15 Hitachi Zosen Corp Installation method of plant barge
JPS5864852A (en) * 1981-10-14 1983-04-18 Shigeru Sakamoto Shouldering device for handset for telephone set
JPS60197486A (en) * 1984-03-21 1985-10-05 Mitsui Eng & Shipbuild Co Ltd Semisubmersible type leisure facilities

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013240776A (en) * 2012-05-21 2013-12-05 Isao Kato Apparatus for collecting fresh water from seawater

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