JPH067054A - Water level following type partition water tank - Google Patents

Water level following type partition water tank

Info

Publication number
JPH067054A
JPH067054A JP16926592A JP16926592A JPH067054A JP H067054 A JPH067054 A JP H067054A JP 16926592 A JP16926592 A JP 16926592A JP 16926592 A JP16926592 A JP 16926592A JP H067054 A JPH067054 A JP H067054A
Authority
JP
Japan
Prior art keywords
water
main wall
water tank
water level
wall member
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
JP16926592A
Other languages
Japanese (ja)
Inventor
Masaru Tsukada
賢 塚田
Mamoru Tanaka
守 田中
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.)
Tokyo Nisshin Jahara Co Ltd
Original Assignee
Tokyo Nisshin Jahara 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 Tokyo Nisshin Jahara Co Ltd filed Critical Tokyo Nisshin Jahara Co Ltd
Priority to JP16926592A priority Critical patent/JPH067054A/en
Publication of JPH067054A publication Critical patent/JPH067054A/en
Pending legal-status Critical Current

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  • Farming Of Fish And Shellfish (AREA)

Abstract

PURPOSE:To obtain the subject water tank following the change in water level of outer water area partitioned from the inner water area and capable of retaining the volume in a water tank in nearly definite value by coupling each wall face element of a float fixed to water bottom in a specific state. CONSTITUTION:Horizontal cross section of a float 20 in a water tank is formed into polygonal shape and the cross section in a nearly intermediate part of the height is formed lager than the openings on the top and bottom. Each wall face element bounded by each ridgeline is formed into trapezoid or rectangle in a main wall member and into isosceles triangle or rhombus in a coupled member 33. The coupled member 33 is folded in the interior of the water tank, followed by water level of outside water area.

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、外部水域と内部水域と
を区画し、区画された内部水域の容積を略一定に保持す
るようにした水位追従型隔離水槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water level following type isolation water tank which partitions an external water area and an internal water area and keeps the volume of the partitioned internal water area substantially constant.

【0002】[0002]

【従来の技術】例えば、汚染された水域において、魚介
類の生息環境あるいは養魚場を汚染から保護するには、
汚染源となる汚染物質の流出を規制し、水底を含めた水
域全体を浄化して水質の維持や向上を図るか、養殖場を
何らかの方法により仕切り養殖水域内の水を浄化するか
あるいは他の水質の良い場所に移動させる必要がある。
また、水底において土木作業を行なう場合には作業によ
り生じた汚水を外部水域まで拡散させないように作業す
る作業水域と外部水域とを仕切る必要がある。
2. Description of the Related Art For example, in a polluted water area, in order to protect a seafood habitat or a fish farm from pollution,
Control the outflow of pollutants that are pollution sources, purify the entire water area including the bottom of the water to maintain or improve the water quality, purify the aquaculture plant by some method to purify the water in the aquaculture area, or use other water quality Need to move to a good place.
Further, when performing civil engineering work on the bottom of the water, it is necessary to separate the work water area and the outer water area so as not to diffuse the wastewater generated by the work to the outer water area.

【0003】[0003]

【発明が解決しようとする課題】しかし、水の浄化等
は、広域にわたる対策と、永い年月と膨大な費用を要
し、著しく汚染された水域に対しては即効的な手段が得
られず、場所によっては、養殖を断念せざるを得ず、こ
れを生業とする者にとっては死活問題となり、漁業補償
を得たとしても、転業あるいは廃業といった看過できな
い社会問題にまで至っている。
However, purification of water, etc. requires a wide range of measures and a long time and enormous cost, and an effective means cannot be obtained for a significantly polluted water area. However, depending on the place, there is no choice but to give up aquaculture, which is a life-and-death problem for those who make a living, and even if they get compensation for the fishery, they have become social problems that cannot be overlooked, such as a job change or a business outage.

【0004】また、養殖水域や作業水域等の内部水域を
外部水域から仕切る場合に、従来からジャバラ式の水槽
が提案されている。このジャバラ式水槽は、例えば、直
径が10数メートルに達する水槽を伸縮自在なジャバラ
により形成するので、製造自体が困難なばかりでなく内
部水域の水位を外部水域の水の干満による水位の変動に
追従させることも困難である。ジャバラ式水槽は、筒状
をしたジャバラの頂端を開放し、下端を水底に接するよ
うに固定したもので、軸方向には伸縮するが径方向には
拡開縮小しないようになっている。したがって内部に貯
溜された水は、ジャバラ体が縮むとオーバーフローし、
伸びると頂部開口から内部水域の水面までに距離が生
じ、水槽内での作業性が悪くなるという不具合がある。
Further, a bellows-type water tank has been conventionally proposed for partitioning an internal water area such as a culture water area or a working water area from an external water area. In this bellows-type water tank, for example, since the water tank whose diameter reaches ten and several meters is formed by a flexible bellows, it is not only difficult to manufacture itself but also the water level of the inner water area is changed due to the ebb and flow of water in the outer water area. It is also difficult to make them follow. The bellows-type water tank is a cylindrical bellows whose top end is open and whose bottom end is fixed so as to contact the bottom of the water. The bellows-type water tank expands and contracts in the axial direction but does not expand and contract in the radial direction. Therefore, the water stored inside will overflow when the bellows body shrinks,
When it extends, a distance is generated from the top opening to the water surface of the internal water area, which causes a problem that workability in the water tank deteriorates.

【0005】内部水域を外部水域から仕切る他の方法と
して、網を用いて水槽を形成することも考えられるが、
このようなものでは、水槽の内部水域を外部水域から遮
断、隔離を行なうことができないといった問題がある。
As another method of partitioning the inner water area from the outer water area, it is possible to form a water tank by using a net.
In such a case, there is a problem that the internal water area of the aquarium cannot be blocked or isolated from the external water area.

【0006】本発明は、上記課題に鑑みてなされたもの
であり、外部水域と内部水域とを略完全に仕切るにも拘
らず、外部水域の水位の変化に追従し水槽の頂部と水槽
内水面までの距離を一定に保持し、しかも水槽内容積も
略一定に保持できる水位追従型隔離水槽を提供すること
を目的とする。
[0006] The present invention has been made in view of the above problems, and, in spite of almost completely partitioning the external water area and the internal water area, it follows the change in the water level of the external water area and the top of the water tank and the water surface in the water tank. It is an object of the present invention to provide a water level tracking type isolation water tank which can hold the distance to the water tank to a constant distance and can also keep the internal volume of the water tank substantially constant.

【0007】[0007]

【課題を解決するための手段】かかる目的を達成するた
めの本発明は、水位が変動する水面上に浮べた浮体によ
り頂部開口が水面上に位置するように支持され、底部が
固定手段により水底に固定された隔離水槽において、平
板状をした複数枚の上部主壁部材の上辺を相互に連続し
て多角形状に連結することにより形成した頂部開口と、
平板状をした複数枚の下部主壁部材の下辺を相互に連続
して多角形状に連結することにより形成した底部開口
と、前記主壁部材及び下部主壁部材の側辺相互間を連結
する変形容易でかつ中間部が幅広に形成された連結部材
とを有し、前記頂部開口の外周に前記浮体を取付け、前
記底部開口の外周に枠体を設け、前記上部主壁部材の下
辺と下部主壁部材の上辺とを外方に折曲可能に連結した
ことを特徴とする水位追従型隔離水槽である。
According to the present invention for achieving the above object, a floating body floated on a water surface whose water level fluctuates is supported so that a top opening is located above the water surface, and a bottom portion is fixed to a water bottom. In the isolated water tank fixed to, a top opening formed by connecting the upper sides of a plurality of flat plate-shaped upper main wall members continuously in a polygonal shape,
Deformation for connecting a bottom opening formed by continuously connecting the lower sides of a plurality of flat lower main wall members to each other in a polygonal shape and the side edges of the main wall member and the lower main wall member. And a connecting member having a wide middle portion, the floating body is attached to the outer periphery of the top opening, a frame is provided on the outer periphery of the bottom opening, and the lower side and the lower main portion of the upper main wall member are provided. A water level following type isolation water tank characterized in that an upper side of a wall member is connected to the outside so as to be bendable outward.

【0008】[0008]

【作用】このような構成の水位追従型隔離水槽にあって
は、水位が変動すると、水面上に浮べた浮体は、この自
然力である水位の変動にともなって上下動し、この浮体
の上下変位に伴なって上部主壁部材と下部主壁部材とを
連結した中間部は外方に折れ曲り、上部主壁部材と下部
主壁部材の側辺を連結した連結部材が伸縮する。したが
って、水位変動による上下変位を上部主壁部材と下部主
壁部材の横方向の変位に変換し、水槽の内容積を略一定
に保持することが可能となる。また、これにより水槽内
外の水圧が均衡するので、壁面には過剰な外力が作用せ
ず、壁面は外部水域と内部水域とを単に仕切るために必
要な強度のみを有すればよいことになる。さらに常に水
槽の頂部と水槽内水面までの距離が一定に保持されるの
で、作業性が向上する。
In the water level following type isolation tank having such a structure, when the water level fluctuates, the floating body floating on the water surface moves up and down due to the fluctuation of the water level which is a natural force, and the vertical displacement of the floating body. Accordingly, the intermediate portion connecting the upper main wall member and the lower main wall member is bent outward, and the connecting member connecting the side edges of the upper main wall member and the lower main wall member expands and contracts. Therefore, the vertical displacement due to the fluctuation of the water level can be converted into the lateral displacement of the upper main wall member and the lower main wall member, and the internal volume of the water tank can be maintained substantially constant. Further, since the water pressures inside and outside the water tank are balanced by this, an excessive external force does not act on the wall surface, and the wall surface only needs to have the strength necessary to simply separate the outer water area and the inner water area. Further, since the distance between the top of the water tank and the water surface in the water tank is always kept constant, workability is improved.

【0009】[0009]

【実施例】以下、本発明を図面に示す実施例に基づき詳
細に説明する。図1は本発明の一実施例に係る水位追従
型隔離水槽を示す概略斜視図、図2は同隔離水槽本体の
概念構成を示す一部破断の斜視図、図3は図2のA−A
線に沿う拡大断面図、図4は図2の膨出状態を示す同様
の斜視図である。図1において、上部開放式の水位追従
型隔離水槽10は、頂部に水位の変動に伴なって上下動
するように水面上に浮べられる浮体20と、この浮体2
0の下部に取付けられた水槽本体30と、この水槽本体
30の底部に取付けられた固定手段40とを有してい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the embodiments shown in the drawings. FIG. 1 is a schematic perspective view showing a water level following type isolation water tank according to an embodiment of the present invention, FIG. 2 is a partially cutaway perspective view showing the conceptual configuration of the isolation water tank main body, and FIG. 3 is A-A in FIG.
FIG. 4 is an enlarged sectional view taken along the line, and FIG. 4 is a perspective view similar to the bulging state of FIG. In FIG. 1, an open-top water level tracking type isolation water tank 10 has a floating body 20 that floats on the water surface at the top so as to move up and down as the water level fluctuates.
It has a water tank main body 30 attached to the lower part of 0 and a fixing means 40 attached to the bottom of the water tank main body 30.

【0010】まず、前記水槽本体30は、それぞれが台
形平板である4枚の上部主壁部材31と、それぞれが前
記上部主壁部材31の台形平板と同一形状とされた4枚
の下部主壁部材32とを有し、これら上部主壁部材31
及び下部主壁部材32は、図3に示すように、折り畳ま
れた連結部材33を介して連結されている。
First, the water tank body 30 includes four upper main wall members 31 each of which is a trapezoidal flat plate, and four lower main walls each of which has the same shape as the trapezoidal flat plate of the upper main wall member 31. And a member 32, and these upper main wall members 31
As shown in FIG. 3, the lower main wall member 32 and the lower main wall member 32 are connected via a folded connecting member 33.

【0011】この水槽本体30の頂部には、図2に示す
ように、上部主壁部材31の上辺を相互に連続して連結
して形成した略八角形状の頂部開口34が開設され、底
部には下部主壁部材32の下辺を相互に連結して形成し
た略八角形状の底部開口35が開設されている。ただ
し、この頂部開口34の端部は、前記浮体20と連結さ
れるので、径方向に伸縮は出来ず、連結部材33も膨張
しないが、頂部開口34の端部位は、後に詳述する連結
部材33が膨張し、拡開縮小ができるようになってい
る。底部開口35も略同様で、枠体36に支持された部
分は径方向に伸縮できず、底部開口35の端部位は、連
結部材33により拡開縮小ができるようになっている。
このように略八角形状の頂部開口34及び底部開口35
は、各辺長が交互に長短となるように形成され、この短
辺部となる部分が連結部材33により構成されている。
As shown in FIG. 2, a substantially octagonal top opening 34 formed by continuously connecting the upper sides of the upper main wall members 31 to each other is formed at the top of the water tank body 30, and the bottom is formed at the bottom. Has a substantially octagonal bottom opening 35 formed by connecting the lower sides of the lower main wall members 32 to each other. However, since the end portion of the top opening 34 is connected to the floating body 20, it cannot be expanded or contracted in the radial direction, and the connecting member 33 does not expand, but the end portion of the top opening 34 has a connecting member described in detail later. 33 is expanded so that it can be expanded and contracted. The bottom opening 35 is substantially the same, and the portion supported by the frame body 36 cannot be expanded or contracted in the radial direction, and the end portion of the bottom opening 35 can be expanded and contracted by the connecting member 33.
Thus, the substantially octagonal top opening 34 and bottom opening 35 are formed.
Is formed such that each side length is alternately long and short, and the short side portion is constituted by the connecting member 33.

【0012】上部主壁部材31の下辺と下部主壁部材3
2の上辺とは、折曲可能に連結されている。この両部材
31、32の連結部分となる中間部Cは外方に膨出する
ように折曲された構造となっており、高さHを調節する
場合に、この中間部Cが折り曲がるようにしている。し
たがって、水槽本体30の全体形状としては、中間部C
の水平断面積が頂部あるいは底部開口34,35の断面
積よりも大きい。
The lower side of the upper main wall member 31 and the lower main wall member 3
The upper side of 2 is foldably connected. The intermediate portion C, which is a connecting portion between the two members 31 and 32, has a structure that is bent so as to bulge outward, and when the height H is adjusted, the intermediate portion C is bent. I have to. Therefore, as the whole shape of the aquarium body 30, the intermediate portion C
Has a larger horizontal cross-sectional area than the top or bottom openings 34, 35.

【0013】この中央部Cには、その辺長が一定に保て
るように骨部材(図示せず)が内装されており、各主壁
部材31,32と連結部材33の境目である各稜線Rの
部位には、外側に突出させた合わせステッチ縫合により
剛性が付与されている。したがって、各主壁部材31,
32は、この骨部材とステッチ縫合により、常時略平坦
状態が保たれるようになっている。
In the central portion C, a bone member (not shown) is installed so that its side length can be kept constant, and each ridgeline R which is a boundary between each main wall member 31, 32 and the connecting member 33. Rigidity is imparted to the portion by the stitch stitching which is projected to the outside. Therefore, each main wall member 31,
Numeral 32 is always kept in a substantially flat state by stitch stitching with this bone member.

【0014】前記連結部材33は、隔離水槽本体30を
その中間部Cで膨出あるいは収縮させるために折り込み
可能とされたもので、折り畳んだ状態では、略八角形状
の頂部開口34及び底部開口35の短辺部を底辺とし、
前記稜線Rを他の二辺とする二等辺三角形に形成されて
いるが、図3に示すように、膨張時に伸びる折曲部37
が設けられており、この折曲部37は、図2の破断部分
より明らかなように、前記頂部開口34における短辺部
の中央から底部開口35における短辺部の中央まで伸延
するように構成されている。このようにすれば、潮の干
満による水位変化に追従し、内部に折り畳み可能で、且
つ外部水域に向かって展張可能である。すなわち、干潮
時、水槽内の水位が最小になると、この連結部材33が
外部水域に向かって展張し、その中間部Cが最大に膨出
し、満潮時の最高水位の時は、逆に、中間部Cが収縮
し、連結部材33が水槽内部に入り込んで折り畳まれ
る。なお、各稜線Rの延長線は、この隔離水槽本体30
の中心軸を通るようになっている。したがって、隔離水
槽本体30の外形形状は、中間部Cより上下に分けた場
合、上部主壁部材31や下部主壁部材32が台形であ
り、展張時における連結部材33も台形をなすので、こ
の展張時の全体形状は、いわばダイヤモンドカット型十
六面体になっている。
The connecting member 33 is foldable in order to swell or contract the isolated water tank body 30 at the intermediate portion C thereof. In the folded state, the connecting member 33 has a substantially octagonal top opening 34 and a bottom opening 35. The short side of is the base,
Although it is formed into an isosceles triangle having the ridge line R as the other two sides, as shown in FIG. 3, a bent portion 37 extending when expanded.
2, the bent portion 37 is configured to extend from the center of the short side portion of the top opening 34 to the center of the short side portion of the bottom opening 35, as is clear from the broken portion in FIG. Has been done. By doing so, it is possible to follow the water level change due to the ebb and flow of the tide, fold it inward, and extend it toward the external water area. That is, at low tide, when the water level in the water tank becomes the minimum, this connecting member 33 expands toward the external water area, and the middle portion C thereof swells to the maximum, and conversely at the highest water level at high tide, The part C contracts, and the connecting member 33 enters the inside of the water tank and is folded. In addition, the extension line of each ridgeline R is the isolated water tank body 30.
It goes through the central axis of. Therefore, when the outer shape of the isolated water tank body 30 is divided into the upper and lower parts from the intermediate portion C, the upper main wall member 31 and the lower main wall member 32 are trapezoidal, and the connecting member 33 at the time of expansion is also trapezoidal. The overall shape when stretched is a diamond-cut type hexahedron.

【0015】隔離水槽10の規模は、設置する場所によ
って決められるので、頂部開口34と底部開口35の寸
法、干満差によるその伸縮量および隔離水槽10の高さ
に係る水深は既知である。したがって、以下に述べる条
件を満足させる中間部Cの辺長のみが、干満に係わらず
水槽の内容積を一定とし、外部水域の水位に追従して水
槽内の水位を同一に維持することが可能である。
Since the scale of the isolated water tank 10 is determined by the place where the isolated water tank 10 is installed, the dimensions of the top opening 34 and the bottom opening 35, the amount of expansion and contraction due to the difference in tidal range, and the water depth related to the height of the isolated water tank 10 are known. Therefore, only the side length of the intermediate portion C that satisfies the conditions described below can keep the internal volume of the water tank constant regardless of the ebb and flow and follow the water level of the external water area to maintain the same water level in the water tank. Is.

【0016】つまり、断面積変化が直線的でない立体の
容積を求めることができるシンプソンの第一公式によ
り、 1/3h・A0 +4a1 +a2 /1/3H・A0 +4A
1 +A2 =D/d=α これより α(A0 +4A1 +A2 )−A0 =4a1 +a2 となる。
[0016] That is, by the first official Simpson sectional area changes can be determined three-dimensional volume not linear, 1 / 3h · A 0 + 4a 1 + a 2/1 / 3H · A 0 + 4A
1 + A 2 = D / d = α From this, α (A 0 + 4A 1 + A 2 ) −A 0 = 4a 1 + a 2 .

【0017】ここで、左辺のA0 、A1 及びA2 は既知
数であるため、右辺のa1 及びa2を求めればよい。
Since A 0 , A 1 and A 2 on the left side are known numbers, a 1 and a 2 on the right side may be obtained.

【0018】なお、水槽壁面の形状が、前述のダイアモ
ンドカット形の幾何学的条件を満たす場合は、 a1 =a2 [{(α−1)/2+1}2 /α2 ] なる関係が成立ち中間部における主壁対辺の最大間隔は
次式によって導かれる。 BMAX =BMIN (a2 /A0 0.5 ここに、各諸元は、図5A,B,C,Dより明らかなよ
うに、 H :収縮時(満潮時)における上部水槽高さの1/2 A0 :収縮時(満潮時)における頂部開口の面積 A1 :収縮時(満潮時)における上部水槽高さの1/2
の部分の面積 A2 :収縮時(満潮時)における中央部の面積 D :収縮時(満潮時)における水槽の深さ d :展張時(干潮時)における水槽の深さ a1 :展張時(干潮時)における上部水槽高さの1/2
の部分の面積 a2 :展張時(干潮時)における中央部の面積 h :展張時(干潮時)における上部水槽高さの1/2 BMAX :展張時(干潮時)における主壁部材中間部の間
隔 BMIN :収縮時(満潮時)における主壁部材中間部の間
隔 である。
When the shape of the wall surface of the aquarium satisfies the above-mentioned diamond-cut geometrical condition, the relationship of a 1 = a 2 [{(α-1) / 2 + 1} 2 / α 2 ] is established. The maximum distance between the opposite sides of the main wall in the middle part is derived by the following equation. B MAX = B MIN (a 2 / A 0 ) 0.5 Here, as is clear from FIGS. 5A, 5B, 5C, 5D and 5H, H: 1 of the height of the upper tank at the time of contraction (at high tide) / 2 A 0 : Area of the top opening at the time of contraction (high tide) A 1 : Half of the height of the upper water tank at the time of contraction (high tide)
Area of the area A 2 : Area of the central part during contraction (high tide) D: Depth of the aquarium at contraction (high tide) d: Depth of the aquarium at extension (low tide) a 1 : At extension ( 1/2 of the height of the upper tank at low tide)
Area a 2 : Central area during extension (low tide) h: Half of upper tank height during extension (low tide) B MAX : Middle part of main wall member during extension (low tide) Interval B MIN : It is the interval of the middle part of the main wall member during contraction (at high tide).

【0019】なお、上述した上部主壁部材31、下部主
壁部材32及び連結部材33の材質は、好ましくは、全
てナイロンやテトロン等の合成繊維織布あるいは不織布
にゴムコーテイングした防水シート、あるいは高強度の
アラミド系やポリアミド系の高密度合成繊維織布を水槽
の設計条件に応じて選択すればよい。好ましくはシート
原反の縦糸方向を水槽の高さ方向に合わせ、壁面の幅に
応じて原反シートを接着縫合して各壁面要素を形成し、
さらに相対する連結部材33を縫製結合して隔離水槽本
体30を構成することができる。合成繊維織布あるいは
不織布のみ使用する場合は、相当に幅広なシート材の製
造が可能であり、無縫製の一枚のシートで形成すること
も可能となり、破損等に対する品質向上を図ることがで
きる。この場合、水槽の内外圧を一定に保持することが
できるため、浸透の虞等は無視できる。また、図示しな
いが上部主壁部材31あるいは下部主壁部材32の上下
の取付部分付近は、自重や潮流等による外力に抗するた
めに、シートを二重貼りにしたりする手段を講じてもよ
い。
The materials of the upper main wall member 31, the lower main wall member 32 and the connecting member 33 described above are preferably all made of synthetic fiber woven cloth or non-woven cloth such as nylon or tetron with a rubber-coated waterproof sheet or a high sheet. A high-strength aramid-based or polyamide-based high-density synthetic fiber woven fabric may be selected according to the design conditions of the water tank. Preferably, the warp direction of the sheet material is aligned with the height direction of the water tank, and each wall element is formed by adhesively stitching the material sheet according to the width of the wall surface,
Further, the opposing connecting members 33 can be sewn together to form the isolated water tank body 30. When only synthetic fiber woven fabric or non-woven fabric is used, it is possible to manufacture a considerably wide sheet material, and it is also possible to form a single sheet without sewing, and it is possible to improve the quality against damage and the like. . In this case, since the internal and external pressures of the water tank can be kept constant, the risk of permeation can be ignored. In addition, although not shown, in the vicinity of the upper and lower mounting portions of the upper main wall member 31 or the lower main wall member 32, a means of double-adhering the sheets may be provided in order to resist external force due to its own weight or tidal current. .

【0020】なお、前述した上部主壁部材31、下部主
壁部材32及び連結部材33は、前記した材料のシート
材により構成することが好ましいが、特にこのようなも
ののみに限定されるものではなく、場合によっては、前
記3者の内1つ乃至2つを前記合成繊維織布等により構
成することもでき、いずれにしても変形容易な薄肉のシ
ート状材料であればよい。
The upper main wall member 31, the lower main wall member 32, and the connecting member 33 described above are preferably made of a sheet material of the above-mentioned material, but are not particularly limited to such materials. Alternatively, in some cases, one or two of the three members may be made of the synthetic fiber woven cloth or the like, and in any case, a thin sheet material that is easily deformable may be used.

【0021】図1に示すように、頂部開口34の水面付
近に、適当寸法、適当数の排水口38を設けて雨水等に
よる余剰水を排出するようにしてもよい。この場合、図
示しないが、外側にシート材により形成されるフラップ
等の上端を縫合し、外部からの水圧によりフラップが水
槽壁表面に密着して、外部からの水浸入を最小限にする
逆止弁を設けてもよい。
As shown in FIG. 1, a drainage port 38 of an appropriate size and an appropriate number may be provided near the water surface of the top opening 34 to discharge excess water such as rainwater. In this case, although not shown, the upper end of a flap or the like formed of a sheet material is sewn on the outside, and the flap is brought into close contact with the surface of the aquarium wall by the water pressure from the outside, so that the intrusion of water from the outside is minimized. A valve may be provided.

【0022】前記浮体20は、図1および図6に示すよ
うに、前記水槽本体30の頂部開口34の外周面に取付
けられるが、この取付けは、浮体20に形成された略八
角形状の開口に沿って上部主壁部材31を添着し、アン
グル状の補強体21とボルト等により締付けることによ
り行なっている。浮体20は、上面に作業場用プレート
22を備え、この作業場用プレート22の下部に浮子2
3が設けられ、水面上に支持され浮かべられるが、場合
によっては、作業場用プレート22と浮子23とを一体
的に構成してもよい。
As shown in FIGS. 1 and 6, the floating body 20 is attached to the outer peripheral surface of the top opening 34 of the aquarium body 30, and this attachment is made to the substantially octagonal opening formed in the floating body 20. The upper main wall member 31 is attached along the upper main wall member 31, and the angled reinforcing member 21 is fastened with bolts or the like. The floating body 20 has a work place plate 22 on the upper surface thereof, and the float 2 is provided below the work place plate 22.
3 is provided and is supported and floated on the water surface, but in some cases, the workplace plate 22 and the float 23 may be integrally configured.

【0023】また、この水槽本体30の底部に取付けら
れた固定手段40は、前記水槽10の底部に設けられ前
記底部開口35の形状を保持する枠体41よりアンカー
ボルト等の錘体42を垂下することにより形成し、この
錘体42を水底Lに食い込ませることにより水槽10を
固定するようにしてもよいが、好ましくは、図6に示す
ように、水底Lに固定されたコンクリート製のアンカー
43にケーブル44の一端を連結し、このケーブル44
の他端を前記浮体20あるいは枠体41等と連結するこ
とにより行なってもよい。
The fixing means 40 attached to the bottom of the water tank body 30 has a weight body 42 such as an anchor bolt depending from a frame body 41 provided at the bottom of the water tank 10 and holding the shape of the bottom opening 35. The water tank 10 may be fixed by forming the weight 42 into the water bottom L, but preferably the concrete anchor fixed to the water bottom L as shown in FIG. 43 to one end of the cable 44,
Alternatively, the other end may be connected to the floating body 20, the frame body 41, or the like.

【0024】前記水槽30は、複数個集合して設置して
もよく、海岸から水槽30への往復には、船あるいは浮
き桟橋などの手段を使用してもよい。さらに、気象条件
等を考慮して浮体20を係留装置により係留してもよ
い。
A plurality of the water tanks 30 may be installed together, and a means such as a ship or a floating jetty may be used to make a round trip from the coast to the water tank 30. Furthermore, the floating body 20 may be moored by a mooring device in consideration of weather conditions and the like.

【0025】図1中の符号「45」は、前記補強体21
と枠体41とを連結するワイヤーであり、この水槽を搬
送あるいは設置する場合に水槽の重量をこれにより支持
し、不必要な力が水槽に加わらないようにしている。
Reference numeral "45" in FIG. 1 indicates the reinforcing body 21.
This is a wire that connects the frame body 41 with the frame body 41. When the water tank is transported or installed, the weight of the water tank is supported thereby, and unnecessary force is not applied to the water tank.

【0026】次に、隔離水槽の作用を説明する。いま、
養殖場が満潮時にあって、連結部材33が内部に折り込
まれた状態になっているとする(図7および図8の状
態)。この場合、中間部Cの水平断面は正四角形となっ
ていて、その断面積は最小である。この状態から干潮に
向かい、水位が下がって中間水位になると、連結部材3
3が徐々に開き、中間部Cもその分だけ膨出する(図9
および図10)。
Next, the operation of the isolated water tank will be described. Now
It is assumed that the farm is at high tide and the connecting member 33 is folded inside (states of FIGS. 7 and 8). In this case, the horizontal cross section of the intermediate portion C is a square, and the cross sectional area is the smallest. From this state, when the water level goes down and the water level drops to the intermediate water level, the connecting member 3
3 gradually opens, and the intermediate portion C also bulges by that amount (Fig. 9).
And FIG. 10).

【0027】さらに水位が下がり、干潮時になると、水
槽自体の高さが縮む反面、連結部材33が最大限に展張
し、中間部Cは最大に膨出して、その水平断面積も最大
となり(図11および図12)、水平断面は八角形状に
変化する(図4)。
When the water level is further lowered and the tide is low, the height of the aquarium itself is contracted, but the connecting member 33 is maximally expanded, the middle portion C is maximally expanded, and the horizontal cross-sectional area is also maximal (Fig. 11 and FIG. 12), the horizontal cross section changes to an octagonal shape (FIG. 4).

【0028】このように水位が変動しても、水面上に浮
べた浮体20は、水位の変動にともなって上下動し、こ
の浮体20の上下変位に伴なって上部主壁部材31と下
部主壁部材32とを連結した中間部Cは外方に折れ曲
り、連結部材33が伸縮するのみであるため、水槽の内
容積は、略一定に保持される。
Even if the water level fluctuates in this way, the floating body 20 floating above the water surface moves up and down with the fluctuation of the water level, and with the vertical displacement of the floating body 20, the upper main wall member 31 and the lower main wall member 31. Since the intermediate portion C connecting with the wall member 32 is bent outward and the connecting member 33 only expands and contracts, the inner volume of the water tank is kept substantially constant.

【0029】しかも、水槽10の内外の水圧は、均衡し
ているので、上部主壁部材31や下部主壁部材32ある
いは連結部材33からなる壁面には過剰な水圧が作用せ
ず、壁面は外部水域と内部水域とを単に仕切るために必
要な強度のみを有すればよいことになる。
Moreover, since the water pressures inside and outside the water tank 10 are balanced, an excessive water pressure does not act on the wall surface of the upper main wall member 31, the lower main wall member 32, or the connecting member 33, and the wall surface is external. It only needs to have the strength necessary to simply separate the water body from the inner water body.

【0030】前述した状態から逆に満潮に向かって水位
が上昇すると、浮体20が上昇し、これに追従して、水
槽自体が高さ方向に伸びるとともに、破線で示す折曲部
37が徐々に寄り合い、今まで展張していた連結部材3
3が内側に折り畳まれ、満潮に達して水槽自体が最大に
伸びたときに図2(図7および図8)に示すように、主
壁部材31,32の隣り合う端部が最接近して、中間部
Cの断面は元の正四角形に戻り、その断面積も最小とな
る。
On the contrary, when the water level rises toward the high tide from the state described above, the floating body 20 rises, and following this, the water tank itself extends in the height direction, and the bent portion 37 shown by the broken line gradually. Connecting member 3
As shown in FIG. 2 (FIGS. 7 and 8), when the water tank 3 is folded inward and the high tide is reached and the aquarium itself is maximized, the adjacent end portions of the main wall members 31 and 32 are closest to each other. , The cross section of the intermediate portion C returns to the original regular quadrangle, and the cross sectional area becomes the minimum.

【0031】このように水位に応じて浮体20も昇降す
るので、作業場用プレート22は、水槽内外の水面から
常に一定の高さとなり、作業を行なうに当って作業性の
良いものとなる。
Since the floating body 20 also moves up and down in accordance with the water level in this way, the work site plate 22 is always at a constant height above and below the water surface inside and outside the water tank, which improves workability in performing work.

【0032】本発明は上述した実施例のみに限定される
ものではなく、特許請求の範囲の範囲内で種々改変する
ことができる。例えば、図13および図14に示すよう
な隔離水槽30Aとしてもよい。この隔離水槽30A
は、頂部開口31と底部開口32を正四角形に、中間部
Cの水平断面形状を八角形に形成している。ただ、前述
した実施例と相違する点は、主壁部材の形状と連結部材
の形状である。この実施例の主壁部材は長方形で、連結
部材は菱形であり、主壁部材の端部と連結される部分が
極めて幅が狭くなっている。
The present invention is not limited to the above-mentioned embodiments, but can be variously modified within the scope of the claims. For example, the isolated water tank 30A as shown in FIGS. 13 and 14 may be used. This isolated water tank 30A
Has a top opening 31 and a bottom opening 32 formed in a regular quadrangle, and an intermediate section C having an octagonal horizontal sectional shape. However, the points different from the above-described embodiment are the shapes of the main wall member and the connecting member. In this embodiment, the main wall member has a rectangular shape and the connecting member has a rhombic shape, and the portion connected to the end portion of the main wall member has an extremely narrow width.

【0033】この水位追従型隔離水槽30Aによると、
干潮時には、水槽自体が高さ方向に縮むとともに、連結
部材33が外界へ張り出し、中間部Cが膨出する。ま
た、満潮時には、図14に一点鎖線で示す連結部材33
が寄り合い、内部に入り込んで折り畳まれ、水槽自体は
元の高さに復帰する。
According to this water level following type isolation water tank 30A,
At low tide, the water tank itself contracts in the height direction, the connecting member 33 projects outward, and the intermediate portion C swells. Further, at the time of high tide, the connecting member 33 shown by a chain line in FIG.
Lean toward each other, fold inside and fold, and the aquarium itself returns to its original height.

【0034】[0034]

【発明の効果】以上説明してきたように、本発明によれ
ば、水位が変動しても、浮体の上下変位に伴なって上部
主壁部材と下部主壁部材が外方に折れ曲り、連結部材が
伸縮するので、水槽の内容積は、略一定に保持される。
また、これにより水槽の内外の水圧が均衡するので、壁
面には過剰な水圧が作用せず、壁面は外部水域と内部水
域とを単に仕切るために必要な強度のみを有すればよい
ことになる。さらに、水槽内の水面を外部水域の水位と
略同一に維持することができるので、水槽内での作業性
が向上する。
As described above, according to the present invention, even if the water level fluctuates, the upper main wall member and the lower main wall member are bent outwardly and connected with the vertical displacement of the floating body. Since the member expands and contracts, the internal volume of the water tank is kept substantially constant.
Further, as a result of this, the water pressure inside and outside the water tank is balanced, so that excess water pressure does not act on the wall surface, and the wall surface only needs to have the strength necessary to simply separate the outer water area and the inner water area. . Further, since the water surface in the water tank can be maintained at substantially the same level as the water level in the external water area, workability in the water tank is improved.

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

【図1】は、本発明の一実施例を示す概略斜視図、FIG. 1 is a schematic perspective view showing an embodiment of the present invention,

【図2】は、同隔離水槽本体の概念構成を示す一部破断
の斜視図、
FIG. 2 is a partially cutaway perspective view showing a conceptual configuration of the isolated water tank body;

【図3】は、図2のA−A線に沿う拡大断面図、3 is an enlarged cross-sectional view taken along the line AA of FIG.

【図4】は、図2の膨出状態を示す同様の斜視図本発明
による水位追従型隔離水槽壁の概念構成を示す一部破断
の斜視図、
FIG. 4 is a perspective view similar to FIG. 2 showing a bulging state, and a partially broken perspective view showing a conceptual configuration of a water level tracking type isolated water tank wall according to the present invention;

【図5】は、シンプソンの公式の説明図、FIG. 5 is an explanatory diagram of Simpson's formula,

【図6】は、本発明を浮体に支持し底部を固定した状態
の一部断面側面図、
FIG. 6 is a partial cross-sectional side view showing a state in which the present invention is supported on a floating body and the bottom is fixed;

【図7】は、満潮時における本実施例の概念正面図、FIG. 7 is a conceptual front view of the present embodiment at high tide,

【図8】は、同平面図、FIG. 8 is a plan view of the same,

【図9】は、中間水位における本発明の概念正面図、FIG. 9 is a conceptual front view of the present invention at an intermediate water level,

【図10】は、同平面図、FIG. 10 is a plan view of the same,

【図11】は、干潮時における本実施例の概念正面図、FIG. 11 is a conceptual front view of the present embodiment at low tide,

【図12】は、同平面図、FIG. 12 is a plan view of the same,

【図13】は、本発明の別の実施例の概念構成を示す斜
視図、
FIG. 13 is a perspective view showing a conceptual configuration of another embodiment of the present invention,

【図14】は、同膨出状態を示す図1と同様の斜視図で
ある。
FIG. 14 is a perspective view similar to FIG. 1, showing the same bulging state.

【符号の説明】[Explanation of symbols]

20…浮体、 31…上部主
壁部材、32…下部主壁部材、 33
…連結部材、34…頂部開口、
35…底部開口、36…底板、
37…折曲部、38…排水口、
40…固定手段、43…アンカー、
44…ケーブル、C…中間部。
20 ... Floating body, 31 ... Upper main wall member, 32 ... Lower main wall member, 33
... connecting member, 34 ... top opening,
35 ... bottom opening, 36 ... bottom plate,
37 ... bent part, 38 ... drainage port,
40 ... Fixing means, 43 ... Anchor,
44 ... Cable, C ... middle part.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 水位が変動する水面上に浮べた浮体によ
り頂部開口が水面上に位置するように支持され、底部が
固定手段により水底に固定された隔離水槽において、平
板状をした複数枚の上部主壁部材の上辺を相互に連続し
て多角形状に連結することにより形成した頂部開口と、
平板状をした複数枚の下部主壁部材の下辺を相互に連続
して多角形状に連結することにより形成した底部開口
と、前記主壁部材及び下部主壁部材の側辺相互間を連結
する変形容易でかつ中間部が幅広に形成された連結部材
とを有し、前記頂部開口の外周に前記浮体を取付け、前
記底部開口の外周に枠体を設け、前記上部主壁部材の下
辺と下部主壁部材の上辺とを外方に折曲可能に連結した
ことを特徴とする水位追従型隔離水槽。
1. An isolated water tank in which a top opening is supported by a floating body floating above the water surface where the water level fluctuates so that the top opening is located above the water surface and a bottom portion is fixed to the water bottom by a plurality of flat plates. A top opening formed by continuously connecting the upper sides of the upper main wall members to each other in a polygonal shape;
Deformation for connecting a bottom opening formed by continuously connecting the lower sides of a plurality of flat lower main wall members to each other in a polygonal shape and the side edges of the main wall member and the lower main wall member. And a connecting member having a wide middle portion, the floating body is attached to the outer periphery of the top opening, a frame is provided on the outer periphery of the bottom opening, and the lower side and the lower main portion of the upper main wall member are provided. A water level following type isolation tank characterized in that the upper side of the wall member is connected outwardly so as to be bendable.
【請求項2】 前記頂部開口又は底部開口は、辺長を交
互に長短に形成し、短辺部を前記連結部材により構成し
たことを特徴とする請求項1に記載の水位追従型隔離水
槽。
2. The water level following type isolated water tank according to claim 1, wherein the top opening or the bottom opening is formed such that the side lengths thereof are alternately long and short, and the short side portions are constituted by the connecting member.
【請求項3】 前記上部及び下部主壁部材は、梯形ある
いは矩形とし、前記連結部材は、上部主壁部材相互間又
は下部主壁部材相互間に設けられるものが中心に沿って
折曲部を有するように構成したことを特徴とする請求項
1に記載の水位追従型隔離水槽。
3. The upper and lower main wall members have a trapezoidal shape or a rectangular shape, and the connecting member is provided between the upper main wall members or between the lower main wall members and has a bent portion along the center. The water level following type isolation tank according to claim 1, which is configured to have.
【請求項4】 前記上部主壁部材、下部主壁部材及び連
結部材の少なくとも1つは、合成繊維織布または不織
布、あるいはこれらの防水コーテイングを施したシート
材により形成したことを特徴とする請求項1乃至3に記
載の水位追従型隔離水槽。
4. The upper main wall member, the lower main wall member, and at least one of the connecting members are made of synthetic fiber woven cloth or non-woven cloth, or a sheet material having a waterproof coating thereof. Item 3. A water tank that follows the water level according to items 1 to 3.
【請求項5】 前記頂部開口は、水面部付近に外界から
の水の流入を防ぐ逆止弁を有する排水口を開設したこと
を特徴とする請求項1乃至4に記載の水位追従型隔離水
槽。
5. A water level following type isolated water tank according to claim 1, wherein the top opening is provided with a drain port having a check valve for preventing inflow of water from the outside near the water surface. .
JP16926592A 1992-06-26 1992-06-26 Water level following type partition water tank Pending JPH067054A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16926592A JPH067054A (en) 1992-06-26 1992-06-26 Water level following type partition water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16926592A JPH067054A (en) 1992-06-26 1992-06-26 Water level following type partition water tank

Publications (1)

Publication Number Publication Date
JPH067054A true JPH067054A (en) 1994-01-18

Family

ID=15883308

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16926592A Pending JPH067054A (en) 1992-06-26 1992-06-26 Water level following type partition water tank

Country Status (1)

Country Link
JP (1) JPH067054A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6643021B1 (en) 1999-01-22 2003-11-04 Matsushita Electric Industrial Co., Ltd. Method for controlling optical property measurement system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6643021B1 (en) 1999-01-22 2003-11-04 Matsushita Electric Industrial Co., Ltd. Method for controlling optical property measurement system

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