JPH0369712A - Automatic reverse flow preventing device utilizing buoyancy - Google Patents

Automatic reverse flow preventing device utilizing buoyancy

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Publication number
JPH0369712A
JPH0369712A JP20438089A JP20438089A JPH0369712A JP H0369712 A JPH0369712 A JP H0369712A JP 20438089 A JP20438089 A JP 20438089A JP 20438089 A JP20438089 A JP 20438089A JP H0369712 A JPH0369712 A JP H0369712A
Authority
JP
Japan
Prior art keywords
partition member
floating body
water
river
water level
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
JP20438089A
Other languages
Japanese (ja)
Inventor
Kiyoshi Mamiya
間宮 清
Yukio Oi
幸雄 大井
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.)
Oyo Corp
Original Assignee
Oyo 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 Oyo Corp filed Critical Oyo Corp
Priority to JP20438089A priority Critical patent/JPH0369712A/en
Publication of JPH0369712A publication Critical patent/JPH0369712A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To automatically prevent the generation of a reverse flow by a method wherein a floating body is mechanically coupled to a partition member so that the upper end of the partition member is vertically moved according to the vertical movement of the floating body. CONSTITUTION:A moving body 12 provided at its interior with an air reservoir is formed with a plate part 14 and a floating body wall 16, and the moving hody 12 is installed across a channel. A bellows type sideways expansion and contraction part 18 is arranged between a gate type stay part 10 and the moving body 12 located in the channel. When salt water on the sea side is raised with the progress of high water, the moving body 12 is raised by means of buoyancy generated due to accumulation of air, and the reverse flow of salt water to the river side is prevented.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、水路を横断するような仕切り部材と浮体とを
組み合わせた構造体に関し、更に詳しくは、その仕切り
部材の上端が下流側の水位変化に応じて自動的に上下動
する構造の装置に関するものである。この技術は、特に
限定されるものではないが、河口付近に設置して塩水遡
上を防止すると共に一定の温水水位を持たせることがで
きる潮止め堰等に適用できる。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a structure that combines a partition member and a floating body that crosses a waterway, and more specifically, the present invention relates to a structure in which the upper end of the partition member is connected to the water level on the downstream side. This relates to a device that automatically moves up and down in response to changes. Although not particularly limited, this technology can be applied to tide stop weirs and the like that can be installed near river mouths to prevent saltwater from flowing up and to maintain a constant warm water level.

[従来の技術] 以下、本発明の最も有効な利用分野である潮止め堰の場
合を例にして説明する。河口付近に当たる堤内地地盤で
は塩水遡上に伴う地下水の塩水化の弊害が重要な問題に
なっている。特に水利権等の問題で河川水を利用できず
、上水や農業用水、工業用水等の水源として地下水を汲
み上げることによって塩水化を助長している場合も多い
、また河川改修のために河積を広げるべく河底を深く掘
り下げると、塩水遡上範囲が広がり上記のような弊害が
発生しやすくなるため、実際上、河川改修に支障をきた
すことも多い、そこで河川に堰を設けることにより河川
水を湛水し、その水圧を利用して堤内地に淡水洒養をす
るとともに塩水遡上を防止することが提案されている。
[Prior Art] Hereinafter, the case of a tidal weir, which is the most effective field of application of the present invention, will be described as an example. In the ground within the levee near the river mouth, the harmful effects of salt water intrusion resulting from the salinization of groundwater have become an important issue. In particular, there are many cases where river water cannot be used due to issues such as water rights, and underground water is pumped up as a water source for tap water, agricultural water, industrial water, etc., which promotes salinization. Digging deep into the riverbed to widen the riverbed expands the range of saltwater intrusion, making it more likely that the above-mentioned problems will occur, and in practice this often poses a hindrance to river improvement. It has been proposed to impound water and use the water pressure to supply fresh water to the levee area, as well as to prevent salt water from flowing up.

ところで堰には、水位や水量を調節できる可動堰と、調
節できない固定堰がある。また両者を並設する場合も多
い、可動堰は何らがの駆動機構を有し、一般に電力など
のエネルギーを供給してモータ等により開閉動作させて
いる。
By the way, there are two types of weirs: movable weirs that can adjust the water level and amount, and fixed weirs that cannot be adjusted. Furthermore, movable weirs, which are often installed side by side, have some kind of drive mechanism, and are generally operated by a motor or the like by supplying energy such as electric power.

[発明が解決しようとする課題] 河口付近に設置する潮止め堰では、 ■河川側に成る一定水位に近い状態で水を溜めておくこ
とができること、 ■上流からの河川水流量を堰から越流させうること、 ■塩水が河川側にはどんな時にも浸入しないようにでき
ること、 等の機能を果たすことが要求される。
[Problems to be solved by the invention] A tidal weir installed near the river mouth must: ■ be able to store water at a state close to a constant water level on the river side; It is required to perform the following functions: - to allow salt water to flow, and - to prevent salt water from entering the river side at any time.

河川側の温水水位が海側の満潮時の水位よりも常に高い
場合には、従来からある固定堰を設置すればよい。しか
し逆に′a汐変動幅が大きく満潮時の水位の方が河川側
の温水水位よりも高い場合には、干満時に堰高を調節す
る必要が生じる。これを従来技術で行おうとすると、動
力源を使用した自動的な可動堰にする必要がある。
If the warm water level on the river side is always higher than the high tide water level on the sea side, a conventional fixed weir can be installed. On the other hand, if the range of tidal fluctuation is large and the water level at high tide is higher than the warm water level on the river side, it will be necessary to adjust the weir height at low tide. If this were to be done using conventional technology, it would be necessary to create an automatically movable weir using a power source.

つまり何らかのセンサにより海側の潮位を計測し、それ
に基づきモータ等を駆動して堰高を調節することになる
。そうすると機構が?JI Mになるし、動力源も必要
となる。
In other words, the tide level on the sea side is measured by some kind of sensor, and the height of the weir is adjusted by driving a motor or the like based on that measurement. Then what about the mechanism? It will be JIM, and a power source will also be required.

本発明の目的は、上記のような従来技術の問題点を解決
し、特別の動力を必要とせず自動的に下流側の水位に応
じて高さ調節を行うことができ、しかも上流側の水位の
いかんにかかわらず下流側から上流側へは水が逆流しな
いような自動逆流防止装置を提供することにある。
An object of the present invention is to solve the problems of the prior art as described above, to automatically adjust the height according to the water level on the downstream side without requiring special power, and to adjust the height of the water level on the upstream side. To provide an automatic backflow prevention device that prevents water from flowing back from the downstream side to the upstream side regardless of the situation.

[課題を解決するための手段] 上記のような技術的課題を解決できる本発明は、浮力を
利用して自動的に仕切り部材の実質的な高さを可変でき
るようにした水中・水上構造体である。即ち本発明は、
水路を横切るように設置され且つ下端が水路底部に位置
したまま上端が上下方向に移動可能な仕切り部材と、該
仕切り部材よりも下流側に位置し、下流側の水位変化に
応じて上下動する浮体を具備し、浮体の上下動に応じて
仕切り部材の上端も上下方向に移動するように浮体と仕
切り部材とを機械的に結合した浮力利用の自動逆流防止
装置である。
[Means for Solving the Problems] The present invention, which can solve the above-mentioned technical problems, provides an underwater/aquatic structure in which the substantial height of a partition member can be automatically varied using buoyancy. It is. That is, the present invention
A partition member that is installed across a waterway and whose upper end is movable in the vertical direction while its lower end is located at the bottom of the waterway; and a partition member that is located downstream of the partition member and moves up and down in accordance with changes in the water level on the downstream side. This is an automatic backflow prevention device using buoyancy, which is equipped with a floating body and mechanically connects the floating body and the partition member so that the upper end of the partition member also moves in the vertical direction according to the vertical movement of the floating body.

ここで仕切り部材と浮体とは一体化されていてもよいし
、別体であってもよい。仕切り部材は剛体の場合もある
し、蛇腹状のような伸縮自在の構造、シート状のような
可撓性部材の場合もある。いずれにしても水路を横断す
る断面積を実質的に可変できるようになっている。
Here, the partition member and the floating body may be integrated or may be separate bodies. The partition member may be a rigid body, a bellows-like elastic structure, or a sheet-like flexible member. In any case, the cross-sectional area across the waterway can be substantially varied.

[作用] 仕切り部材によって水路は仕切られ、その高さ分だけ水
を溜めることができる。下流側の水位が低い場合には、
それに応じて浮体の位置が下がるため仕切り部材の上端
位置も低くなる。
[Function] The waterway is partitioned by the partition member, and water can be stored by the height of the partition. If the water level downstream is low,
Correspondingly, since the position of the floating body is lowered, the upper end position of the partition member is also lowered.

上流側の水は、その仕切り部材より高くなると越流して
下流側に流れる。
When the water on the upstream side rises above the partition member, it overflows and flows downstream.

下流側の水位が上昇するにつれて浮体が上昇し、仕切り
部材は下端が水路底部に位置したまま上端が上方向に移
動する。そのため実質的な仕切り面積が増加し、下流側
の水位が上流側の水位より高くなったとしても、仕切り
部材で仕切られているために下流側から上流へ逆流する
ことばない。
As the water level on the downstream side rises, the floating body rises, and the upper end of the partition member moves upward while the lower end remains located at the bottom of the waterway. Therefore, even if the substantial partition area increases and the water level on the downstream side becomes higher than the water level on the upstream side, the water will not flow backward from the downstream side to the upstream side because it is partitioned by the partition member.

この装置を河口に設けると、干潮時に上流の河川側から
は仕切り部材を越流して下流の海側に流れることはでき
るが、満潮時には仕切り部材によって海水の逆流を阻止
し塩水遡上を防止できる。
When this device is installed at the river mouth, water from the upstream river side can overflow the partition member and flow downstream to the sea side at low tide, but at high tide, the partition member prevents seawater from flowing backwards and prevents saltwater from running up. .

[実施例] 第1図は本発明に係る自動逆流防止装置の一実施例を示
す説明図であり、第2図A、Bはその動作説明図である
。この実施例では水路に門型の支柱部lOを設け、水路
を横切るように可動体12を設置し、その下部両端で揺
動可能に支持している。可動体12は、仕切り部材とな
る平板部14と、その上端辺から下流側へ向かって突出
すると共に側方も囲む浮体壁16を設け、それらによっ
て内部が空気溜め20となる構造になっている。この空
気溜めの部分が浮体となる。可動体12の両側と支柱部
10との間には、蛇腹方式の側方伸縮部18を設け、水
路を規制する。同図において図面左側が河川側であり、
図面右側が海側となる。
[Embodiment] FIG. 1 is an explanatory diagram showing an embodiment of the automatic backflow prevention device according to the present invention, and FIGS. 2A and 2B are explanatory diagrams of its operation. In this embodiment, a gate-shaped support lO is provided in the waterway, and the movable body 12 is installed across the waterway and is swingably supported at both ends of its lower part. The movable body 12 has a flat plate part 14 serving as a partition member, and a floating body wall 16 that projects toward the downstream side from the upper end side and also surrounds the sides, and has a structure in which the inside becomes an air reservoir 20. . This air pocket becomes the floating body. A bellows-type lateral expandable section 18 is provided between both sides of the movable body 12 and the support section 10 to regulate the waterway. In the same figure, the left side of the drawing is the river side,
The right side of the drawing is the sea side.

可動体12の上下動には浮力を利用している。Buoyancy is used to move the movable body 12 up and down.

第2図へに示すように、干潮時には河川水は一定の水位
で河川側に湛水し、可動体12の高さを越える河川水は
それを越流して海側に流れる。
As shown in FIG. 2, at low tide, river water floods the river side at a constant water level, and river water that exceeds the height of the movable body 12 overflows it and flows to the sea side.

空気溜まり構造によって可動体12は一定の深さ以上に
は沈み込まない、この高さは浮体壁16によって定まる
The air pocket structure prevents the movable body 12 from sinking beyond a certain depth, and this height is determined by the floating body wall 16.

満潮になるに従って海側の塩水が上昇すると、可動体1
2もその空気溜まり20による浮力によって上昇する〈
第2図B参照)、満潮時に可動体12の上端辺を越えな
いように予めその寸法を決めておけば、塩水が可動体1
2を越えて河川側に逆流することはない。つまりこの場
合、可動体12の形状は最大満潮と波高とを考慮して決
定する。可動体12が上昇する時に河川側の温水水位が
河′用流量に応じて上昇するが、仮に塩水の上昇よりも
速い速度で上昇する場合でも河川水が越流することはあ
っても塩水が可動体12を越えて浸入することはない。
When the salt water on the sea side rises with high tide, movable body 1
2 also rises due to the buoyancy caused by the air pocket 20.
(See Figure 2 B), if the dimensions are determined in advance so that it does not exceed the upper edge of the movable body 12 at high tide, salt water can
It will not flow back to the river side beyond 2. That is, in this case, the shape of the movable body 12 is determined in consideration of the maximum high tide and wave height. When the movable body 12 rises, the warm water level on the river side rises in accordance with the river flow rate, but even if it rises at a faster rate than the rise of salt water, the river water may overflow, but the salt water will not rise. It does not penetrate beyond the movable body 12.

何故ならば、常に河川側の温水水圧と海側の塩水水圧と
のバランスで戒り立っている堰であり、塩水水位よりも
可動体12の上端が常に高くなる構造になっているから
である。
This is because the weir always maintains a balance between the hot water pressure on the river side and the salt water pressure on the sea side, and the structure is such that the upper end of the movable body 12 is always higher than the salt water level. .

このようにして河川水を河口付近に常にある高さ以上に
溜めておくことができる。河川水の温水水位を調節する
には空気溜まり20の空気量を調節することで対応でき
る。この実施例では仕切り部材となる平板部14の上端
辺から下流側へ向かって突出し、更にその先端から下端
部に向かって折り曲げられた断面形状にしている。この
ように先端部を更に折り曲げておくと、波等による海水
面の変化に対して空気溜まり20からの空気の逃げを防
止でき好ましい、しかし設置状況や海側の状態によって
は第2図Aに示すように先端折り曲げ部のない形状や、
同図Bに示すような完全に密封した形状にしてもよい、
勿論その形状はこれらのみに限られず適宜変形できる。
In this way, river water can always be stored above a certain level near the river mouth. The warm water level of river water can be adjusted by adjusting the amount of air in the air reservoir 20. In this embodiment, the flat plate part 14 serving as a partition member has a cross-sectional shape that protrudes toward the downstream side from the upper end side and is further bent from the tip toward the lower end. It is preferable to further bend the tip in this way because it can prevent air from escaping from the air pocket 20 due to changes in the sea level due to waves, etc. However, depending on the installation situation and sea side conditions, As shown, there is a shape without a bent part at the tip,
It may also be in a completely sealed shape as shown in Figure B.
Of course, the shape is not limited to these and can be modified as appropriate.

第4図は本発明の他の実施例を示している。FIG. 4 shows another embodiment of the invention.

仕切り部材22を蛇腹式に伸縮可能な構造とし、その下
端を河底で固定し、上端で揺動アーム24によって支柱
26で保持する。この場合、t工動点24aは水面上に
出るため保守が容易となる。仕切り部材22は上端部が
上流側に向かって延び、その先端に浮体28が取り付け
られる。この浮体28は前記揺動アーム24を含む平行
四辺形のリンク機構30によって機械的に結合されてお
り、浮体28の向きが変わらずに上下動可能になってい
る。
The partition member 22 has a bellows-like expandable structure, its lower end is fixed to the riverbed, and its upper end is held by a support 26 by a swinging arm 24. In this case, the t-operation point 24a is exposed above the water surface, making maintenance easier. The upper end of the partition member 22 extends toward the upstream side, and a floating body 28 is attached to the tip. This floating body 28 is mechanically connected by a parallelogram-shaped link mechanism 30 including the swing arm 24, and can move up and down without changing the direction of the floating body 28.

基本的な動作は前記実施例の場合と同様である。第4図
Aに示すように、干潮時には浮体28が下がり、河川側
の水位は仕切り部材22の高さ分だけの湛水水位を持ち
、それを越える量は海側に越流する。満潮時には同図B
に示すように浮体28に浮力が加わり、それによって蛇
腹状の仕切り部材22が伸長し海水の遡上を堰き止める
The basic operation is the same as in the previous embodiment. As shown in FIG. 4A, at low tide, the floating body 28 is lowered, and the water level on the river side has a water level equal to the height of the partition member 22, and the amount exceeding this level overflows to the sea side. At high tide, Figure B
As shown in FIG. 2, buoyancy is applied to the floating body 28, which causes the bellows-shaped partition member 22 to expand and dam the seawater from flowing up.

第5図は第4図に示す実施例の変形例である。FIG. 5 shows a modification of the embodiment shown in FIG.

蛇腹状の仕切り部材22を下流側(海側〉に設け、満潮
時に海側に向かって伸長するように構成している。基本
的な考え方は第4図に示す実施例と同様だから、対応す
る部分に同一符号を付し、それらについての説明は省略
する。浮体の形状を半円筒状にしているが、これについ
ては特に制限はない。
A bellows-shaped partition member 22 is provided on the downstream side (sea side) and is configured to extend toward the sea side at high tide.Since the basic idea is the same as the embodiment shown in FIG. The same reference numerals are given to the parts, and the explanation thereof will be omitted.The shape of the floating body is semi-cylindrical, but there is no particular restriction on this.

第6図A、Bは本発明の更に他の実施例を示している。6A and 6B show still another embodiment of the present invention.

ここでは仕切り部材として防水シー)40を用いている
。防水シート40の一端を円筒状の浮体42に固定し、
その一部に巻き付けて他端を河底で固定する。浮体42
はその両端中心にワイヤ44が掛けられ、そのワイヤ4
4は支柱46上端のプーリ48を通って重り50に結合
される。浮体42は下流側に位置し、浮体42は回転し
つつ上下できる構造になっている。同図Aに示すように
、干潮時には浮体42の位置が下がり、その上端が湛水
水位となり、それを越えた河川水流は円筒状の浮体42
を越流して海側に流れる。海水の水位が上昇するにつれ
て浮体42は矢印方向に回転しつつ上昇し、巻き付けら
れていた防水シート40が解けて支柱46に沿って上昇
する(同図B参照)これによって満潮時に海水の逆流を
防止することができる。
Here, a waterproof sheet 40 is used as the partition member. One end of the waterproof sheet 40 is fixed to a cylindrical floating body 42,
Wrap it around one part of it and fix the other end to the riverbed. floating body 42
A wire 44 is hung at the center of both ends, and the wire 4
4 is connected to a weight 50 through a pulley 48 at the upper end of the column 46. The floating body 42 is located on the downstream side, and has a structure that allows it to move up and down while rotating. As shown in FIG.
It overflows and flows towards the sea. As the seawater level rises, the floating body 42 rotates in the direction of the arrow and rises, and the waterproof sheet 40 that was wrapped around it unravels and rises along the pillars 46 (see Figure B).This prevents the backflow of seawater at high tide. It can be prevented.

以上本発明の好ましい実施例について詳述したが、本発
明はこのような構成のみに限定されるものではない、浮
体の形状や仕切り部材の形状、その伸縮機構等は使用状
態等に応じて適宜変更することができる。上記の実施例
は河口近傍に設置する自動潮止め堰の例であるが、それ
以外にも、例えば潟の入口部に設置して潟を淡水化させ
るような場合にも利用できるし、各種取水設備や排水処
理設備等のゲートに利用して、下流側の水位変動が生し
ても上流側から下流側への越流は許すが逆流は阻止した
い場合にも適用できる。
Although the preferred embodiments of the present invention have been described in detail above, the present invention is not limited to only such a configuration.The shape of the floating body, the shape of the partition member, its expansion/contraction mechanism, etc. can be changed as appropriate depending on the usage conditions etc. Can be changed. The above embodiment is an example of an automatic tidal weir installed near the mouth of an estuary, but it can also be used for other purposes, such as installing it at the entrance of a lagoon to desalinate the lagoon, or for various types of water intake. It can also be used as a gate for equipment, wastewater treatment equipment, etc., even if the water level fluctuates on the downstream side, allowing overflow from the upstream side to the downstream side, but preventing backflow.

[発明の効果] 本発明は上記のように水路を横切るように設けられ且つ
下端が水路底部に位置したまま上端が上下方向に移動可
能になっているため、上流側の水を常に成る高さ以上に
溜めておくことができる。また下流側の水位に応じて上
下動する浮体を仕切り部材に機械的に結合し、浮体に加
わる浮力を利用して仕切り部材を動かす構造だから、従
来のような特別な動力源を必要とせず、運転コストがか
からない利点がある。特に河口付近に設ける潮止め堰の
ような場合には、潮汐運動を利用して仕切り部材の上下
動を自動的に行わせることができるから、人間による監
視や操作等が全く不要となる。更に機構が極めて単純な
ため保守管理も容易である。上流側の湛水水位を調節す
るには、浮体の形状や空気溜まりの空気量の調節等によ
って対応できる。
[Effects of the Invention] As described above, the present invention is provided across the waterway, and the upper end is movable in the vertical direction while the lower end is located at the bottom of the waterway, so that the water on the upstream side is always kept at the same height. You can store more than that. In addition, the structure mechanically connects the floating body that moves up and down depending on the water level on the downstream side to the partition member, and uses the buoyancy applied to the floating body to move the partition member, so there is no need for a special power source like in the past. It has the advantage of low operating costs. Particularly in the case of a tidal weir installed near an estuary, tidal motion can be used to automatically move the partition member up and down, eliminating the need for human monitoring or operation. Furthermore, since the mechanism is extremely simple, maintenance management is easy. The upstream water level can be adjusted by adjusting the shape of the floating body or the amount of air in the air pocket.

これらの結果、特に潮止め堰として利用することにより
、河口付近の堤内地地、盤での塩水遡上に伴う塩水化の
弊害を回避でき、河川改修も可能となる等、経済的効果
は極めて大きい。
As a result, especially when used as a tidal weir, it is possible to avoid the harmful effects of salinization due to saltwater run-up in the levee land and basin near the river mouth, and river improvement is also possible, so the economic effects are extremely high. big.

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

第1図は本発明に係る自動逆流防止装置の一実施例を示
す説明図、第2図A、Bはその動作説明図、第3図A、
Bはその可動体の他の例を示す断面図である。第4図A
、Bは本発明の他の実施例を示す説明図、第5図A、B
は本発明の他の実施例を示す説明図、第6図A、Bは本
発明の他の実施例を示す説明図である。 10・・・支柱部、12・・・可動体、14・・・平板
部、16・・・浮体壁、18・・・側方伸縮部、20・
・・空気溜まり、22・・・仕切り部材、40・・・防
水シート。
FIG. 1 is an explanatory diagram showing one embodiment of the automatic backflow prevention device according to the present invention, FIGS. 2A and B are explanatory diagrams of its operation, and FIGS. 3A,
B is a sectional view showing another example of the movable body. Figure 4A
, B are explanatory diagrams showing other embodiments of the present invention, FIGS. 5A and B
6A and 6B are explanatory diagrams showing other embodiments of the present invention, and FIGS. 6A and 6B are explanatory diagrams showing other embodiments of the present invention. DESCRIPTION OF SYMBOLS 10... Strut part, 12... Movable body, 14... Flat plate part, 16... Floating body wall, 18... Lateral expansion and contraction part, 20...
... Air pocket, 22 ... Partition member, 40 ... Waterproof sheet.

Claims (1)

【特許請求の範囲】 1、水路を横切るように設けられ且つ下端が水路底部に
位置したまま上端が上下方向に移動可能な仕切り部材と
、該仕切り部材よりも下流側に位置し水位変化に応じて
上下動する浮体を具備し、浮体の上下動に応じて仕切り
部材の上端も上下方向に移動するように浮体と仕切り部
材とを機械的に結合したことを特徴とする浮力利用の自
動逆流防止装置。 2、仕切り部材となる平板部と、その上端辺から下流側
へ向かって突出すると共に側方も囲み内部が空気溜めと
なる浮体壁とが一体になった可動体を、下部両端で揺動
可能に支持した請求項1記載の装置。 3、仕切り部材は、蛇腹式に伸縮可能な構造をなし、下
端で固定され上端で揺動アームにより保持され、該揺動
アームを含む平行四辺形のリンク機構によって浮体が仕
切り部材の上部に結合している請求項1記載の装置。
[Scope of Claims] 1. A partition member that is provided across the waterway and whose upper end is movable in the vertical direction while the lower end is located at the bottom of the waterway, and which is located downstream of the partition member and responds to changes in water level. Automatic backflow prevention using buoyancy, characterized in that the floating body and the partition member are mechanically connected so that the upper end of the partition member also moves in the vertical direction according to the vertical movement of the floating body. Device. 2. The movable body is made up of a flat plate that serves as a partition member and a floating wall that protrudes downstream from its upper edge and surrounds the sides and serves as an air reservoir inside, which can be swung at both ends of the lower part. 2. The device of claim 1, supported on a. 3. The partition member has a bellows-like expandable structure, is fixed at the lower end and held by a swinging arm at the upper end, and the floating body is connected to the upper part of the partition member by a parallelogram link mechanism including the swinging arm. 2. The device according to claim 1, wherein:
JP20438089A 1989-08-07 1989-08-07 Automatic reverse flow preventing device utilizing buoyancy Pending JPH0369712A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20438089A JPH0369712A (en) 1989-08-07 1989-08-07 Automatic reverse flow preventing device utilizing buoyancy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20438089A JPH0369712A (en) 1989-08-07 1989-08-07 Automatic reverse flow preventing device utilizing buoyancy

Publications (1)

Publication Number Publication Date
JPH0369712A true JPH0369712A (en) 1991-03-26

Family

ID=16489570

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20438089A Pending JPH0369712A (en) 1989-08-07 1989-08-07 Automatic reverse flow preventing device utilizing buoyancy

Country Status (1)

Country Link
JP (1) JPH0369712A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4724790B2 (en) * 2001-09-25 2011-07-13 賢 岡本 Backflow prevention device installed in waterways
JP2012188922A (en) * 2012-04-19 2012-10-04 Kazuo Sasaki Unmanned block tide-weir
JP2015140515A (en) * 2014-01-27 2015-08-03 大成建設株式会社 movable weir

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4724790B2 (en) * 2001-09-25 2011-07-13 賢 岡本 Backflow prevention device installed in waterways
JP2012188922A (en) * 2012-04-19 2012-10-04 Kazuo Sasaki Unmanned block tide-weir
JP2015140515A (en) * 2014-01-27 2015-08-03 大成建設株式会社 movable weir

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