JP2935185B1 - Automatic rubber wedging device with overpressure prevention mechanism - Google Patents

Automatic rubber wedging device with overpressure prevention mechanism

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Publication number
JP2935185B1
JP2935185B1 JP16002298A JP16002298A JP2935185B1 JP 2935185 B1 JP2935185 B1 JP 2935185B1 JP 16002298 A JP16002298 A JP 16002298A JP 16002298 A JP16002298 A JP 16002298A JP 2935185 B1 JP2935185 B1 JP 2935185B1
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JP
Japan
Prior art keywords
water tank
bag
weir
shaped
pipe
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.)
Expired - Fee Related
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JP16002298A
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Japanese (ja)
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JPH11336056A (en
Inventor
周平 大西
Original Assignee
日東河川工業株式会社
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Priority to JP16002298A priority Critical patent/JP2935185B1/en
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Publication of JP2935185B1 publication Critical patent/JP2935185B1/en
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Expired - Fee Related legal-status Critical Current

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Abstract

【要約】 【課題】 袋状堰体の過圧を防止し、河川の水面上昇に
より自動倒伏し、その後再度起立させる場合においても
液状媒体を再度補給する必要がなく、また、装置全体を
低く抑えることができる過圧防止機構を備えたゴム堰の
自動倒伏装置を提供する。 【解決手段】 ブロア3と、ブロアと袋状堰体2とを連
結し中間に給気バルブ及10び排気バルブ12を設ける
給排気管と、河川の水面より上方に配置され上方側を開
放する上部水槽5及び下部水槽6からなる水槽と、上部
水槽の底板側と下部水槽の底板側との間に架設される連
通管13と、連通管と給排気管とを連通するU字型連通
管19と、ブロアと下部水槽との間に架設される空気管
14と、空気管の枝管に設けられ河川の水面に浮上する
フロ−トにより開閉されるフロ−トバルブとからなり、
ブロアと各バルブを開閉操作して袋状堰体の起伏を行う
ことができると共に、自動的に袋状堰体の過圧防止と倒
伏を行うことができる。
Abstract: PROBLEM TO BE SOLVED: To prevent over pressure of a bag-shaped weir body, automatically fall down due to rising water level of a river, and then re-establish it, there is no need to replenish the liquid medium again, and keep the whole apparatus low. The present invention provides an automatic fall / fall device for a rubber weir provided with an overpressure prevention mechanism. SOLUTION: A blower 3, a supply / exhaust pipe connecting the blower and the bag-shaped weir 2 and provided with an intake valve 10 and an exhaust valve 12 in the middle, and disposed above the water surface of the river to open the upper side. A water tank including an upper water tank 5 and a lower water tank 6, a communication pipe 13 provided between a bottom plate side of the upper water tank and a bottom plate side of the lower water tank, and a U-shaped communication pipe communicating the communication pipe and the supply / exhaust pipe. 19, an air pipe 14 installed between the blower and the lower water tank, and a float valve provided on a branch pipe of the air pipe and opened and closed by a float floating on the surface of the river,
Opening and closing the blower and each valve can raise and lower the bag-shaped dam, and also can automatically prevent overpressure and fall of the bag-shaped dam.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、袋状堰体を起伏さ
せるゴム堰の自動倒伏装置に係り、特に、過圧防止や自
動起伏ができる過圧防止機構を備えたゴム堰の自動倒伏
装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an automatic fall / fall device for a rubber weir for raising and lowering a bag-shaped weir, and more particularly to an automatic fall / fall device for a rubber weir having an overpressure prevention mechanism capable of preventing overpressure and automatic undulation. About.

【0002】[0002]

【従来の技術】ゴム堰に関する公知技術としては各種の
ものがあるが、例えば、実公昭61−2194号公報,
特開平3−76919号公報,特許番号2552474
号(特開昭63−219717号公報)等がある。これ
等は夫々袋状堰体の過圧防止やその起伏構造について特
徴を有するものであるが、おおむね図16及び図17に
示す構造のものからなる。図16に示す過圧防止機構を
備えたゴム堰の自動倒伏装置は、中間に給気バルブ10
aと排気バルブ12aを有し、ブロア3aと可撓性膜の
袋状堰体2aとを連結する給排気管9aと、給排気管9
aの途中に一端側を連結し他端側を開口するU字状管2
7と、U字状管27の下方の曲げ部28に連結し河川の
水面18に浮上するフロート7aにより開閉されるフロ
ートバルブ17a等とから構成される。なお、U字状管
27の開口側には水頭圧H1の液状媒体29が注入さ
れ、袋状堰体2aを所定の起立形状にさせるためにブロ
ア3aから給気される空気の給気圧力とバランスしてい
る。もちろん、この状態ではフロートバルブ17aは閉
止され、給気バルブ10aは開放されている。水頭圧H
1は袋状堰体2aを所定の起伏形状に保持するに必要な
給気圧力に相当するものであり、袋状堰体2aの内圧の
変化を考慮した適当な値からなる。袋状堰体2aの圧力
が水頭圧H1を越えると、袋状堰体2a内の空気はU字
状管27を経由して液状媒体29に抗して流出するが、
この際に液状媒体29も一気に噴出してしまい、結果と
して袋状堰体2aは倒伏してしまうという問題があっ
た。また、河川の水面18が所定高さを越えるとフロ−
ト7aが上昇することによりフロ−トバルブ17aを開
放し袋状堰体2aが倒伏するが、河川の水面18が下が
り再度袋状堰体2aを起立させるためには、再度液状媒
体29を補給しなければならなかった。
2. Description of the Related Art There are various known techniques relating to rubber dams. For example, Japanese Utility Model Publication No. Sho 61-2194,
JP-A-3-76919, Patent No. 25552474
(JP-A-63-219717). These have characteristics of preventing overpressure of the bag-shaped dam body and the undulating structure, respectively, and generally have the structure shown in FIGS. 16 and 17. The automatic falling device of the rubber weir provided with the overpressure prevention mechanism shown in FIG.
and a supply / exhaust pipe 9a having an exhaust valve 12a and a blower 3a and connecting the blower 3a to the bag-like dam 2a of a flexible film.
U-shaped tube 2 connected at one end and open at the other end in the middle of a
7 and a float valve 17a, etc., which is connected to a bent portion 28 below the U-shaped pipe 27 and is opened and closed by a float 7a floating on the water surface 18 of the river. A liquid medium 29 having a water head pressure H1 is injected into the opening side of the U-shaped tube 27, and the air supply pressure of the air supplied from the blower 3a to make the bag-shaped weir 2a a predetermined standing shape. Balanced. Of course, in this state, the float valve 17a is closed and the air supply valve 10a is open. Head pressure H
Numeral 1 corresponds to an air supply pressure required to maintain the bag-shaped weir 2a in a predetermined undulating shape, and has an appropriate value in consideration of a change in the internal pressure of the bag-shaped weir 2a. When the pressure of the bag-shaped weir 2a exceeds the head pressure H1, the air in the bag-shaped weir 2a flows out through the U-shaped tube 27 against the liquid medium 29,
At this time, the liquid medium 29 also gushes at a stretch, and as a result, there is a problem that the bag-shaped weir 2a falls down. Also, when the water surface 18 of the river exceeds a predetermined height, the flow starts.
When the gate 7a rises, the float valve 17a is opened and the bag-like dam 2a falls down. However, in order to lower the water surface 18 of the river and raise the bag-like dam 2a again, the liquid medium 29 is supplied again. I had to.

【0003】図17に示した過圧防止機構を備えたゴム
堰の自動倒伏装置は、前記の図16に示した過圧防止機
構を備えたゴム堰の自動倒伏装置のU字状管27のかわ
りに液状媒体を適宜のレベル高さH1 だけ投入した水封
管30を有するものからなる。過圧防止は水封管30内
を経由して袋状堰体2a内の空気が流出することにより
行われる。この場合液状媒体は流出することなく空気の
み流出するため水頭圧H1は維持される。しかしなが
ら、河川の水面18が所定高さを越えるとフロ−ト7a
が上昇することによりフロ−トバルブ17aを開放し、
液状媒体が流出することにより袋状堰体2aは倒伏する
が、河川の水面18が下がり再度袋状堰体2aを起立さ
せるためには、再度液状媒体29を補給しなければなら
なかった。
[0003] The automatic falling device of the rubber weir provided with the overpressure prevention mechanism shown in FIG. 17 is a U-shaped pipe 27 of the automatic falling device of the rubber weir provided with the overpressure prevention mechanism shown in FIG. Instead, it has a water-sealed tube 30 into which a liquid medium is charged by an appropriate level height H1. The overpressure is prevented by the air in the bag-shaped dam 2a flowing out through the water seal tube 30. In this case, only the air flows out without the liquid medium flowing out, so that the water head pressure H1 is maintained. However, when the water surface 18 of the river exceeds a predetermined height, the float 7a
Rises to open the float valve 17a,
When the liquid medium flows out, the bag-like dam 2a falls down, but in order to lower the water surface 18 of the river and raise the bag-like dam 2a again, the liquid medium 29 has to be supplied again.

【0004】両者の場合とも自動倒伏させるためには液
状媒体29を流出させなければならず、そのためにはフ
ロ−トバルブ17aを水頭圧H1の下側、即ち液状媒体
29の下側に配置しなければならず、また、河川の洪水
水位以上の位置にする必要があり、結果として装置全体
の高さは高くなり、小屋の高さも高くなりコスト的にも
高くなるという問題があった。
In both cases, the liquid medium 29 must be drained in order to automatically fall down. For that purpose, the float valve 17a must be arranged below the head pressure H1, that is, below the liquid medium 29. In addition, it is necessary to set the position higher than the flood water level of the river. As a result, there is a problem that the height of the entire apparatus is increased, the height of the hut is increased, and the cost is increased.

【0005】[0005]

【発明が解決しようとする課題】本発明は、以上の事情
に鑑みて創案されたもので、袋状堰体の過圧を防止し、
また、河川の水面上昇により袋状堰体が自動倒伏し、そ
の後再度起立させる場合においても液状媒体を再度補給
する必要がなく、フロ−トバルブの位置を液状媒体の下
側にする必要もなく、そのため装置全体の高さを低く抑
えることができ、したがってコスト的にも有利な過圧防
止機構を備えたゴム堰の自動倒伏装置を提供することを
目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and aims to prevent overpressure of a bag-like dam.
In addition, even when the sack-shaped weir body automatically falls due to rising water level of the river and then stands up again, it is not necessary to replenish the liquid medium again, and it is not necessary to position the float valve below the liquid medium. Therefore, it is an object of the present invention to provide an automatic falling device of a rubber weir provided with an overpressure prevention mechanism which can reduce the height of the entire device and is advantageous in cost.

【0006】[0006]

【課題を解決するための手段】本発明は、以上の目的を
達成するために、可撓性膜の袋状堰体内に空気を出入さ
せて該袋状堰体を膨縮させて起伏させる共に前記袋状堰
体の過圧を防止する機構を備えたゴム堰の自動倒伏装置
であって、該ゴム堰の自動倒伏装置は、ブロアと、該ブ
ロアと前記袋状堰体とを連結し中間に給気バルブ及び排
気バルブを設ける給排気管と、少なくとも河川の水面よ
り上方に配置され上方側を開放する上部水槽及びこの下
方に配設される下部水槽からなる水槽と、前記上部水槽
の底板側と前記下部水槽の底板側との間に架設される連
通管と、該連通管と前記給排気管とを連通し前記下部水
槽の底板より下方に曲がり部を有するU字型連通管と、
前記ブロアと前記下部水槽との間に架設される空気管
と、該空気管の枝管に設けられ前記河川の水面に浮上す
るフロートにより開閉されるフロートバルブとからな
り、前記ブロアと前記各バルブを開閉操作して前記袋状
堰体の起伏を行うことができると共に、自動的に袋状堰
体の過圧防止と倒伏を行うことができる過圧防止機構を
備えたゴム堰の自動倒伏装置を構成するものである。
SUMMARY OF THE INVENTION In order to achieve the above objects, the present invention provides a flexible membrane bag-like weir body that allows air to flow into and out of the bag-like weir body to expand and contract. An automatic fall device for a rubber weir provided with a mechanism for preventing overpressure of the bag-like weir, wherein the automatic fall device for the rubber weir connects the blower, the blower and the bag-like weir, and A water supply / exhaust pipe provided with an air supply valve and an exhaust valve, an upper water tank disposed at least above the water surface of the river and opening the upper side, and a lower water tank disposed below the water tank, and a bottom plate of the upper water tank A communication pipe installed between the side and the bottom plate side of the lower water tank, a U-shaped communication pipe communicating with the communication pipe and the supply / exhaust pipe and having a bent portion below the bottom plate of the lower water tank,
An air pipe installed between the blower and the lower water tank, and a float valve provided on a branch pipe of the air pipe and opened and closed by a float floating on the water surface of the river, wherein the blower and each valve The automatic weir device of the rubber weir provided with an overpressure prevention mechanism capable of opening and closing the bag-shaped weir to raise and lower the bag-like dam and automatically performing overpressure prevention and falling of the bag-shaped weir It constitutes.

【0007】また、前記水槽の上部水槽と下部水槽とが
互いに画成されて前記連通管により連結されると共に、
前記U字型連通管が前記連通管に連結することを特徴と
するものである。また、前記水槽の上部水槽の底板には
前記上部水槽内に連通する垂下管が連結され、該垂下管
の下端が前記下部水槽の底板側に開口すると共に、前記
U字型連通管の一端側が前記垂下管内に侵入して開口す
ることを特徴とする。また、前記袋状堰体及びこれに係
合する前記給排気管とU字型連通管が複数組設けられる
ことを特徴とするものである。
[0007] An upper water tank and a lower water tank of the water tank are defined mutually and connected by the communication pipe.
The U-shaped communication pipe is connected to the communication pipe. Further, a drooping pipe communicating with the inside of the upper water tank is connected to a bottom plate of the upper water tank of the water tank, and a lower end of the drooping pipe is opened to the bottom plate side of the lower water tank, and one end of the U-shaped communication pipe is connected to the lower pipe. It is characterized in that it penetrates into the hanging tube and is opened. Further, a plurality of sets of the bag-shaped weir body, the supply / exhaust pipe engaging with the weir-shaped weir body, and the U-shaped communication pipe are provided.

【0008】当初、倒伏状態にあった袋状堰体は、各バ
ルブを操作し、ブロアを運転し、所定の貯水時における
所定圧力より低目の給気圧の供給により袋状堰体が起立
準備開始状態になり、上部水槽及びU字型連通管に所定
の水高の液状媒体溜りが形成された後ブロアを停止し、
起立操作準備は完了する。この状態でブロアを運転する
と、袋状堰体内に空気が入ると共に、所定水頭圧H1以
上になると空気は下部水槽内を通り上部水槽内に噴出
し、ブロアの給気圧に関係なく常に一定の水頭圧H1が
袋状堰体に作用し、袋状堰体は所定の起立状態を形成し
所定の堰高が確保される。この状態でブロアを停止する
と共に各バルブを閉じ定常状態となる。この状態で太陽
熱等により仮りに袋状堰体内の圧力が上昇し幾分過圧状
態になると、水頭圧H1は高くなるが、過圧力の程度が
水頭圧H2を越えると袋状堰体内の空気はU字型連通管
及び上部水槽を経由して大気中へ逃げるので、袋状堰体
内の過圧は最大水頭圧H2以内に維持される。また、河
川の水面がある程度以上上昇するとフロートが作動し、
フロートバルブが開放され、上部水槽内の液状媒体は下
部水槽内に流れると共にU字型連通管内に残り、水頭圧
H3の圧力を有するが、袋状堰体内の空気圧はそれ以上
に高いため、U字型連通管内の液状媒体を噴出させ袋状
堰体は一気に倒伏する。
At first, the bag-shaped weir in the laid-down state is operated by operating each valve to operate the blower, and the bag-shaped weir is prepared to rise by supplying a supply pressure lower than a predetermined pressure at the time of predetermined water storage. In the start state, the blower is stopped after the liquid medium reservoir having a predetermined water height is formed in the upper water tank and the U-shaped communication pipe,
Preparation for the standing operation is completed. When the blower is operated in this state, air enters the bag-shaped weir, and when the water pressure exceeds a predetermined head pressure H1, the air flows through the lower water tank into the upper water tank, so that the air is always constant regardless of the supply pressure of the blower. The pressure H1 acts on the sack-shaped weir body, and the sack-shaped weir body forms a predetermined standing state and a predetermined weir height is secured. In this state, the blower is stopped and each valve is closed to make a steady state. In this state, if the pressure inside the bag-shaped dam is increased due to solar heat or the like and the pressure is slightly increased, the head pressure H1 increases. However, if the degree of the overpressure exceeds the water head pressure H2, the air inside the bag-shaped dam is reduced. Escapes into the atmosphere via the U-shaped communication pipe and the upper water tank, so that the overpressure in the bag-shaped weir is maintained within the maximum head pressure H2. Also, when the water level of the river rises to some extent, the float operates,
The float valve is opened, the liquid medium in the upper water tank flows into the lower water tank and remains in the U-shaped communication pipe, and has a water head pressure H3. However, since the air pressure in the bag-shaped weir is higher than that, The liquid medium in the U-shaped communication pipe is jetted out, and the bag-shaped dam body falls down at a stretch.

【0009】[0009]

【発明の実施の形態】以下、本発明の過圧防止機構を備
えたゴム堰の自動倒伏装置の実施の形態を図面を参照し
て詳述する。図1は本発明の過圧防止機構を備えたゴム
堰の自動倒伏装置の全体構成を示す。過圧防止機構を備
えたゴム堰の自動倒伏装置1は、大別して袋状堰体2
と、ブロア3と、上部水槽5及び下部水槽6からなる水
槽4と、フロート7と、各種の管体及びバルブ等とから
なる。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a rubber dam automatic falling device provided with an overpressure prevention mechanism according to an embodiment of the present invention. FIG. 1 shows an entire configuration of an automatic falling device of a rubber weir provided with an overpressure prevention mechanism of the present invention. An automatic falling device 1 for a rubber weir having an overpressure prevention mechanism is roughly classified into a bag-like weir 2
, A blower 3, a water tank 4 including an upper water tank 5 and a lower water tank 6, a float 7, various pipes, valves and the like.

【0010】袋状堰体2は、可撓性膜から形成される袋
体からなり、堰底21に固定される。また、その内部に
空気が導入されて膨縮する構造のものからなる。圧力空
気が導入されない場合は袋状堰体2は倒伏状態にあり、
圧力空気の導入時には起立状態になる。導入される圧力
空気の圧力により袋状堰体2の容積が大となり、その
分、堰高が高くなる。従って、袋状堰体2内に導入され
る空気の圧力や量を加減することにより所望の堰高のゲ
ートが形成される。
The bag-shaped dam 2 is formed of a bag formed of a flexible film and fixed to the dam bottom 21. In addition, it has a structure in which air is introduced and expanded and contracted. When the pressurized air is not introduced, the bag-shaped weir body 2 is in a lying state,
It stands up when the compressed air is introduced. The volume of the bag-shaped weir body 2 increases due to the pressure of the introduced compressed air, and the weir height increases accordingly. Therefore, a gate having a desired weir height is formed by adjusting the pressure and amount of air introduced into the bag-shaped weir body 2.

【0011】水槽4の上部水槽5は上方側を開口した適
宜容積の槽からなり、本例では底板8を形成する。上部
水槽5の下方には底板8により画成されて下部水槽6が
密に連結される。
The upper water tank 5 of the water tank 4 is composed of a tank having an appropriate volume and an upper side opened. In this embodiment, a bottom plate 8 is formed. Below the upper water tank 5, a lower water tank 6 is tightly connected by a bottom plate 8 and is defined.

【0012】袋状堰体2とブロア3との間には給排気管
9が架設され、その中間には給気バルブ10が介設され
る。また、給排気管9の枝管11には排気バルブ12が
配設される。一方、上部水槽5と下部水槽6の夫々の底
面側は連通管13により連結される。また、給気バルブ
10とブロア3との間の給排気管9から分岐した給気供
給管の1つである空気管14は下部水槽6の上方側に連
結され、その中間部には揚水バルブ15が介設される。
また、空気管14の枝管16にはフロートバルブ17が
配設され、フロートバルブ17はフロート7と連結され
る。フロート7は河川の水面18上に浮上される。
An air supply / exhaust pipe 9 is provided between the bag-shaped weir 2 and the blower 3, and an air supply valve 10 is provided between the pipes. An exhaust valve 12 is provided on the branch pipe 11 of the supply / exhaust pipe 9. On the other hand, the bottom surfaces of the upper water tank 5 and the lower water tank 6 are connected by a communication pipe 13. An air pipe 14, which is one of the air supply pipes branched from the air supply / exhaust pipe 9 between the air supply valve 10 and the blower 3, is connected to the upper side of the lower water tank 6, and a pumping valve is provided at an intermediate portion thereof. 15 are interposed.
A float valve 17 is provided on the branch pipe 16 of the air pipe 14, and the float valve 17 is connected to the float 7. The float 7 floats above the water surface 18 of the river.

【0013】U字型連通管19は、その一端側を連通管
13に連結すると共に、他端側を給排気管9に連通す
る。
The U-shaped communication pipe 19 has one end connected to the communication pipe 13 and the other end connected to the supply / exhaust pipe 9.

【0014】フロート7及びフロートバルブ17まわり
の構造についても各種の公知技術があり、例えば、特公
昭57−34407号公報に開示するものがある。この
物は、ベルクランクレバーを有するもので、図14に模
式的に示すものと類似する構造からなる。フロート7a
の上昇に伴ってラッチ22が外れ、重り23によりフロ
ートバルブ17aが作動するものである。このフロート
及びフロートバルブ構造は勿論すぐれた特徴を有するも
のであるが、ラッチ22による開保持機構の分だけ複雑
となる。これに対し、本発明に採用されるフロート構造
としては図1に示した浮力式のものや図11乃至図13
に示すものが使用される。図11に示すものはバケット
24に導水管25により上流水を導き入れてフロートバ
ルブ17を作動するものであり、図12,図13に示す
ものはサイホン26の原理を使用してバケット24を作
動するものである。なお、図12,図13に示すもの
は、水位の高い時に水が操作室側に流入することを防止
することができる。また、前記のフロート構造は開保持
機構を有するものである。しかしながら、開保持機構は
特に必要ではなく、フロ−トによるフロートバルブ作動
は単純にフロ−トとフロ−トバルブのレバ−を結ぶ方式
で良い。
There are also various known techniques for the structure around the float 7 and the float valve 17, for example, the structure disclosed in Japanese Patent Publication No. 57-34407. This product has a bell crank lever and has a structure similar to that schematically shown in FIG. Float 7a
The latch 22 is disengaged with the rise of the weight, and the float valve 17a is operated by the weight 23. The float and the float valve structure have excellent features, of course, but are complicated by the opening and holding mechanism by the latch 22. On the other hand, as the float structure employed in the present invention, the float structure shown in FIG.
The following are used. FIG. 11 shows the operation of the float valve 17 by introducing the upstream water into the bucket 24 by the water pipe 25. The one shown in FIGS. 12 and 13 operates the bucket 24 using the principle of the siphon 26. Is what you do. 12 and 13 can prevent water from flowing into the operation room when the water level is high. Further, the float structure has an open holding mechanism. However, the open holding mechanism is not particularly required, and the float valve operation by the float may be a method of simply connecting the float and the lever of the float valve.

【0015】次に、本発明のゴム堰の自動倒伏装置によ
る袋状堰体2の起伏動作を図2乃至図10により説明す
る。図2は袋状堰体の起立操作準備開始時における各部
の状態を示すものである。液状媒体29は下部水槽6に
蓄溜され、上部水槽5やU字型連通管19内には液状媒
体29は導入されていない。給気バルブ10及びフロ−
トバルブ17を閉止し、排気バルブ12及び揚水バルブ
15を開放した状態でブロア3を運転すると、図3に示
す如く下部水槽6内の液状媒体29は空気圧により押圧
され、連通管13を経由して上部水槽5内に移動すると
共にU字型連通管19内にも移動する。袋状堰体2内の
空気は排気バルブ12から排出されるため袋状堰体2は
倒伏状態にある。図3は袋状堰体2の起立操作準備完了
し、排気バルブ12を閉止すると共に給気バルブ10を
開放し、一旦ブロア3を停止した状態を示すものであ
る。
Next, the operation of raising and lowering the bag-like dam body 2 by the rubber dam automatic falling device of the present invention will be described with reference to FIGS. FIG. 2 shows the state of each part at the start of the preparation of the standing operation of the bag-shaped weir. The liquid medium 29 is stored in the lower water tank 6, and the liquid medium 29 is not introduced into the upper water tank 5 or the U-shaped communication pipe 19. Air supply valve 10 and flow
When the blower 3 is operated while the exhaust valve 12 and the pumping valve 15 are opened, the liquid medium 29 in the lower water tank 6 is pressed by air pressure as shown in FIG. It moves into the upper water tank 5 and also into the U-shaped communication pipe 19. Since the air in the bag-shaped weir 2 is exhausted from the exhaust valve 12, the bag-shaped weir 2 is in a falling state. FIG. 3 shows a state in which the preparation for the upright operation of the bag-like dam body 2 is completed, the exhaust valve 12 is closed, the air supply valve 10 is opened, and the blower 3 is once stopped.

【0016】図4は袋状堰体2を起立させる状態を示す
ものである。図3の状態でブロア3を運転すると、ブロ
ア3の空気圧により堰底21上に設けられた袋状堰体2
は起立するが、この空気圧が水頭圧H1以上になると、
空気は下部水槽6及び連通管13を経由して上部水槽5
内の液状媒体29内を通り大気中へ逃げるので、袋状堰
体2に作用するブロア3の空気圧は水頭圧H1を上回る
ことがない。このようにして袋状堰体2を所定の起立状
態に起立させ、堰高を所定位置にすることができる。そ
の後全てのバルブ即ち、給気バルブ10、排気バルブ1
2及び揚水バルブ15を閉止し、ブロア3を停止させる
ことにより袋状堰体2は水頭圧H1を維持した状態で起
立状態を保持する。勿論フロ−トバルブ17は河川の水
面18が上昇しない限り閉止されている。図5は、袋状
堰体2が安定起立状態にある場合の各部の状態を示すも
のである。
FIG. 4 shows a state in which the bag-shaped dam 2 is raised. When the blower 3 is operated in the state of FIG. 3, the pouch-shaped weir 2 provided on the weir bottom 21 by the air pressure of the blower 3.
Rises, but when this air pressure exceeds the water head pressure H1,
The air passes through the lower water tank 6 and the communication pipe 13 to the upper water tank 5.
Since the air passes through the inside of the liquid medium 29 and escapes into the atmosphere, the air pressure of the blower 3 acting on the bag-shaped weir 2 does not exceed the water head pressure H1. In this way, the bag-shaped weir body 2 can be erected in a predetermined upright state, and the weir height can be set to a predetermined position. Thereafter, all the valves, that is, the supply valve 10 and the exhaust valve 1
By closing the pump 2 and the pumping valve 15 and stopping the blower 3, the bag-shaped weir body 2 maintains the standing state while maintaining the water head pressure H1. Of course, the float valve 17 is closed unless the water level 18 of the river rises. FIG. 5 shows a state of each part when the bag-shaped weir body 2 is in a stable upright state.

【0017】図6は、袋状堰体2内の圧力が異常に上昇
した場合の過圧防止作用を示すものである。外気温等の
影響により袋状堰体2内の圧力が上昇するとその過圧力
がU字型連通管19に作用し、U字型連通管19内の液
状媒体29を押し下げ、水頭圧がH1からH2となる。
この水頭圧がH2以上になると、袋状堰体2内の空気は
U字型連通管19の曲がり部20を越え、連通管13を
介して上部水槽5内に入り気泡となって大気中に逃げ
る。その結果、袋状堰体2内の過圧力は最大水頭圧H2
以上になることはない。以上により、過圧防止が自動的
に行われ、過圧状態になっても袋状堰体2は倒伏するこ
とがない。
FIG. 6 shows an overpressure preventing action when the pressure in the bag-shaped weir body 2 rises abnormally. When the pressure in the bag-shaped weir 2 rises due to the influence of the outside temperature or the like, the overpressure acts on the U-shaped communication pipe 19 to push down the liquid medium 29 in the U-shaped communication pipe 19, and the water head pressure increases from H1. H2.
When the water head pressure becomes equal to or higher than H2, the air in the bag-shaped weir body 2 passes through the bent portion 20 of the U-shaped communication pipe 19, enters the upper water tank 5 through the communication pipe 13, and becomes bubbles to the atmosphere. escape. As a result, the overpressure in the bag-shaped weir body 2 becomes the maximum head pressure H2
Nothing more. As described above, the overpressure prevention is automatically performed, and the bag-shaped weir 2 does not fall down even if the overpressure state occurs.

【0018】図6に示した状態により、過圧防止が自動
的に行われるが、緊急に袋状堰体2を倒伏させる場合
は、図7に示す如く排気バルブ12を手動又は機械的に
開放することにより過圧空気が排気バルブ12から大気
側に放出し、袋状堰体2を倒伏させることができる。
In the state shown in FIG. 6, the overpressure is automatically prevented, but when urging the bag-like weir body 2 urgently, the exhaust valve 12 is manually or mechanically opened as shown in FIG. By doing so, the over-pressure air is released from the exhaust valve 12 to the atmosphere side, and the bag-shaped weir 2 can be made to fall.

【0019】次に、図8により正常な状態で起立してい
る袋状堰体2が、河川の水面18の上昇により自動的に
倒伏状態になる場合の各部の作用を説明する。図示のよ
うに河川の水面18の上昇によりフロート7が上昇し、
これによりフロートバルブ17が開放される。そのた
め、水頭圧H1の圧力を保持していた下部水槽6内の空
気はフロ−トバルブ17より逃げ減圧されるため、上部
水槽5内の液状媒体29は連通管13を経由して下部水
槽6内に移動する。この際にU字型連通管19内にも液
状媒体29は下部水槽6と同水位の状態で存在する。し
かしながら、袋状堰体2内の空気圧は水頭圧H1に維持
されており、下部水槽6内に液状媒体29が移動した際
の水頭圧H3より高いため、U字型連通管19内に残存
している液状媒体29は一気に吹き上げられ、袋状堰体
2内の空気は給排気管9、U字型連通管19、連通管1
3及び空になった上部水槽5内を経由して大気中に逃
げ、袋状堰体2を倒伏させることができる。
Next, referring to FIG. 8, a description will be given of the operation of each part when the bag-shaped weir 2 standing upright in a normal state automatically falls down due to the rise of the water surface 18 of the river. As shown, the float 7 rises due to the rise of the water surface 18 of the river,
Thereby, the float valve 17 is opened. As a result, the air in the lower water tank 6, which has maintained the pressure of the water head pressure H1, escapes from the float valve 17 and is depressurized, so that the liquid medium 29 in the upper water tank 5 passes through the communication pipe 13 into the lower water tank 6. Go to At this time, the liquid medium 29 also exists in the U-shaped communication pipe 19 at the same water level as the lower water tank 6. However, the air pressure in the bag-shaped weir 2 is maintained at the water head pressure H1 and is higher than the water head pressure H3 when the liquid medium 29 moves into the lower water tank 6, so that the air pressure remains in the U-shaped communication pipe 19. The liquid medium 29 is blown up at once, and the air in the bag-shaped weir 2 is supplied to the supply / exhaust pipe 9, the U-shaped communication pipe 19, and the communication pipe 1.
It is possible to escape to the atmosphere via the empty water tank 3 and the emptied upper water tank 5 and to make the bag-shaped weir 2 fall down.

【0020】図9は、緊急に袋状堰体2を手動または機
械的に図7に示した方法により倒伏させた場合におい
て、再度袋状堰体2を起立状態に復帰させる場合の各部
の操作,作用を示すものである。この場合は、各バル
ブ、即ち給気バルブ10、揚水バルブ15及びフロ−ト
バルブ17は閉止した状態にあり、排気バルブ12だけ
が開放状態にあり、液状媒体29も上部水槽5内に残留
しているため、操作としては排気バルブ12を閉止し、
ブロア3の運転を開始すると共に給気バルブ10を開放
するだけで良い。この操作により、U字型連通管19や
袋状堰体2内の圧力が上昇し、袋状堰体2は倒伏状態か
ら起立状態に移行し、正常の状態に復帰させることがで
きる。
FIG. 9 shows the operation of each part when the bag-like weir 2 is returned to the upright state again when the bag-like weir 2 is urgently or manually fallen down by the method shown in FIG. , Showing the action. In this case, each of the valves, that is, the supply valve 10, the pumping valve 15, and the float valve 17 are closed, only the exhaust valve 12 is open, and the liquid medium 29 also remains in the upper water tank 5. Therefore, as an operation, the exhaust valve 12 is closed,
It is only necessary to start the operation of the blower 3 and open the air supply valve 10. By this operation, the pressure in the U-shaped communication pipe 19 and the inside of the bag-like weir 2 rises, and the bag-like weir 2 shifts from the lying state to the upright state, and can be returned to the normal state.

【0021】図10は、本発明の過圧防止機構を備えた
ゴム堰の自動倒伏装置の他の実施の形態の構成図であ
る。図示のように、本例の過圧防止機構を備えたゴム堰
の自動倒伏装置1aでは、上部水槽5aと下部水槽6a
と両水槽を連通させる連通管13とU字型連通管19a
の構造が前記のものと相異するが、その他の構成要素の
構造,配置は同一であり重複説明を省略する。上部水槽
5aの底面には垂下管31が連結される。垂下管31は
下部水槽6aの底板32に近接する下端を開口する。一
方、前記連通管13は排除し、U字型連結管19aはそ
の他端側を給排気管9に連結すると共に一端側は下部水
槽6aの底板32を通過し垂下管31の下端から内部に
侵入し上端を開口する。以上の構造により、前記の過圧
防止機構を備えたゴム堰の自動倒伏装置の実施の形態と
ほぼ同様な自動起伏,自動過圧防止等が行われる。
FIG. 10 is a configuration diagram of another embodiment of the automatic falling device of the rubber weir provided with the overpressure prevention mechanism of the present invention. As shown in the figure, in the rubber dam automatic falling device 1a having the overpressure prevention mechanism of the present embodiment, the upper water tank 5a and the lower water tank 6a
The communication pipe 13 and the U-shaped communication pipe 19a for communicating with the water tank
Are different from those described above, but the structures and arrangements of the other components are the same, and redundant description will be omitted. A hanging pipe 31 is connected to the bottom surface of the upper water tank 5a. The hanging pipe 31 has an open lower end near the bottom plate 32 of the lower water tank 6a. On the other hand, the communication pipe 13 is eliminated, and the other end of the U-shaped connection pipe 19a is connected to the supply / exhaust pipe 9 and one end of the U-shaped connection pipe 19a passes through the bottom plate 32 of the lower water tank 6a and enters the inside from the lower end of the hanging pipe 31. Then open the upper end. With the above-described structure, automatic undulation, automatic overpressure prevention, and the like are performed in substantially the same manner as in the embodiment of the automatic fall device for a rubber weir provided with the overpressure prevention mechanism.

【0022】前記の過圧防止機構を備えたゴム堰の自動
倒伏装置は一門のゲートの場合についてのものである
が、本発明は多門ゲートの場合にも適用される。図15
は2つのゲートの袋状堰体2b,2cを単一の過圧防止
機構を備えたゴム堰の自動倒伏装置1bにより同時に自
動起伏、過圧防止及び自動倒伏を行う場合の装置構造を
示すものである。勿論、2つのゲートに限らず複数のゲ
ートの袋状堰体を同時に操作する場合についてもほぼ同
一の構造の過圧防止機構を備えたゴム堰の自動倒伏装置
により行われるがその操作及び作用は前記と同様である
ので説明は省略する。
Although the above-mentioned automatic falling device of the rubber weir provided with the overpressure prevention mechanism is for a single gate, the present invention is also applicable to the case of a multi-gate. FIG.
Fig. 1 shows an apparatus structure in a case where the bag-shaped dams 2b and 2c of two gates are automatically raised / lowered, overpressure-prevented, and automatically laid down by a rubber dam automatic fall / fall device 1b having a single overpressure prevention mechanism. It is. Of course, not only the two gates, but also the simultaneous operation of the bag-shaped weirs of a plurality of gates is performed by an automatic fall-down device of a rubber weir provided with an overpressure prevention mechanism having substantially the same structure. The description is omitted because it is the same as above.

【0023】仮りに従来のやり方で複数のゲートの自動
調整を行う場合には、ゲート毎に夫々独立した装置を要
し、しかも過圧防止装置と倒伏装置が必要になる。その
ため、ゲート毎に作動時間に差が生じ易く、先に倒伏し
たゲートにより急速に河川水位が下がり、他のゲートが
倒伏できないという問題点が生じ易い。また、多連式の
起伏堰に関する公知技術として特開平8−189022
号公報が挙げられるが、このものは装置構造が複雑であ
り設備コストが大となる問題点がある。本発明は以上の
問題点を解決するものである。構造的には図15に示す
ように、ブロア3側には2本の給排気管9b,9cが連
結され、夫々袋状堰体2b,2cに連結される。また、
夫々の給排気管9b,9cにはU字型連通管19b,1
9cが連結されこれ等は共通の連通管13の同一の箇所
に連結される。以上の構成により、2個の袋状堰体2
b,2cを同時に自動起伏することができる。
If a plurality of gates are to be automatically adjusted in a conventional manner, an independent device is required for each gate, and an overpressure prevention device and a falling device are required. For this reason, the operating time tends to be different for each gate, and there is a problem that the river water level rapidly drops due to the gate that has fallen earlier, and other gates cannot fall down. Japanese Patent Application Laid-Open No. Hei 8-189022 discloses a known technique relating to a multi-row undulating weir.
However, this method has a problem that the device structure is complicated and the equipment cost is large. The present invention solves the above problems. Structurally, as shown in FIG. 15, two supply / exhaust pipes 9b and 9c are connected to the blower 3 side, and are connected to the bag-shaped dams 2b and 2c, respectively. Also,
Each of the supply / exhaust pipes 9b, 9c has a U-shaped communication pipe 19b, 1
9c, which are connected to the same place of the common communication pipe 13. With the above configuration, two bag-shaped dams 2
b and 2c can be automatically raised and lowered simultaneously.

【0024】以上の説明で明らかなように、本発明の過
圧防止機構を備えたゴム堰の自動倒伏装置は、ブロア運
転での比較的低圧(設定圧力の0.7倍程度)の給気圧
と設定圧力の給気によって袋状堰体が起立され、ブロア
圧の変動があってもほぼ一定の起立状態を保持すること
ができる。また、過圧防止機能が自動的に作用し、袋状
堰体の損傷を防止し、常時一定の起立を保持することが
できる。また、フロートバルブは空気を放出すればよい
ため小口径のものでよく、小さな操作力で作動でき、全
体構造としても小形のものでよい。
As is apparent from the above description, the automatic falling device of the rubber weir provided with the overpressure prevention mechanism of the present invention provides a relatively low pressure (approximately 0.7 times the set pressure) supply pressure during the blower operation. Thus, the bag-shaped weir body is erected by the supply of air at the set pressure, and a substantially constant erected state can be maintained even when the blower pressure fluctuates. In addition, the overpressure preventing function automatically operates to prevent damage to the sack-shaped dam, and to maintain a constant standing upright at all times. Also, the float valve may be of a small diameter because it only needs to discharge air, can be operated with a small operating force, and may be small in overall structure.

【0025】[0025]

【発明の効果】本発明の過圧防止機構を備えたゴム堰の
自動倒伏装置によれば、次に示す如き効果を得ることが
できる。 (1)袋状堰体内に過剰空気圧が作用した場合において
も、自動的に略一定の圧力を維持でき、袋状堰体の損傷
を防止すると共に、袋状堰体が倒伏してしまうことがな
い。 (2)袋状堰体に作用する過剰圧力に対する過圧防止並
びに河川の水面の上昇による自動倒伏時において、上部
水槽内及び下部水槽内に保持される液状媒体は外部へ流
出することがなく常に一定であり、補充する必要がな
い。 (3)フロ−トバルブの取付け位置が液状媒体の下部に
限定されることなく、高所に配備できるため、装置全体
の高さを低くすることができ、設備コストの低減を図る
ことができる。 (4)フロ−トバルブは気体のみを放出すれば良いた
め、小型のバルブで良く設備コストの低減を図ることが
できる。
According to the automatic falling device of the rubber weir provided with the overpressure prevention mechanism of the present invention, the following effects can be obtained. (1) Even when excessive air pressure acts on the sack-shaped dam, it can automatically maintain a substantially constant pressure, preventing damage to the sac-shaped dam and causing the sac-shaped dam to fall down. Absent. (2) The liquid medium held in the upper and lower water tanks does not flow out to the outside at the time of automatic overfall prevention due to excessive pressure acting on the bag-shaped weir body and the rising of the water surface of the river, without flowing out to the outside. Constant, no need to replenish. (3) Since the mounting position of the float valve is not limited to the lower part of the liquid medium but can be installed at a high place, the height of the entire apparatus can be reduced, and the equipment cost can be reduced. (4) Since the float valve only needs to discharge gas, it is possible to use a small valve and reduce the equipment cost.

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

【図1】本発明の過圧防止機構を備えたゴム堰の自動倒
伏装置の全体構成図。
FIG. 1 is an overall configuration diagram of a rubber dam automatic falling device provided with an overpressure prevention mechanism of the present invention.

【図2】図1における過圧防止機構を備えたゴム堰の自
動倒伏装置の袋状堰体の起立操作準備開始時の各部の状
態を示す説明図。
FIG. 2 is an explanatory diagram showing a state of each part at the time of starting preparation for a standing operation of a bag-like dam body of the automatic falling device for a rubber dam provided with an overpressure prevention mechanism in FIG.

【図3】図1における過圧防止機構を備えたゴム堰の自
動倒伏装置の袋状堰体の起立操作準備完了時における各
部の状態を示す説明図。
FIG. 3 is an explanatory diagram showing the state of each part when the preparation of the standing operation of the bag-shaped weir body of the automatic fall device for rubber weirs having the overpressure prevention mechanism in FIG. 1 is completed.

【図4】図1における過圧防止機構を備えたゴム堰の自
動倒伏装置の袋状堰体の起立操作時における各部の状態
を示す説明図。
FIG. 4 is an explanatory view showing the state of each part when the bag-like dam body of the automatic fall device for rubber dam provided with the overpressure prevention mechanism in FIG. 1 is erected.

【図5】図1における過圧防止機構を備えたゴム堰の自
動倒伏装置の袋状堰体の起立完了時における各部の状態
を示す説明図。
FIG. 5 is an explanatory view showing the state of each part when the upright completion of the bag-shaped weir body of the automatic fall device for rubber weirs provided with the overpressure prevention mechanism in FIG. 1;

【図6】図1における過圧防止機構を備えたゴム堰の自
動倒伏装置の袋状堰体の異常圧力上昇時における過圧防
止作用を説明するための説明図。
FIG. 6 is an explanatory diagram for explaining an overpressure preventing action when an abnormal pressure rise of the bag-shaped weir body of the automatic rubber dam falling device provided with the overpressure preventing mechanism in FIG. 1;

【図7】図1における過圧防止機構を備えたゴム堰の自
動倒伏装置の袋状堰体の手動による倒伏操作時における
各部の状態を示す説明図。
FIG. 7 is an explanatory view showing the state of each part when the bag-like weir body of the automatic weirer of the rubber weir provided with the overpressure prevention mechanism in FIG.

【図8】図1に示す過圧防止機構を備えたゴム堰の自動
倒伏装置の袋状堰体の河川水面上昇に伴う自動倒伏時に
おける各部の状態を示す説明図。
FIG. 8 is an explanatory view showing the state of each part of the bag-shaped weir body of the rubber weir having the overpressure prevention mechanism shown in FIG.

【図9】図7に示した手動による倒伏状態から袋状堰体
を手動により起立させる操作時における各部の状態を示
す説明図。
FIG. 9 is an explanatory view showing a state of each part at the time of an operation of manually erecting the bag-shaped weir from the manually laid-down state shown in FIG. 7;

【図10】本発明の過圧防止機構を備えたゴム堰の自動
倒伏装置の他の実施の形態の全体構成図。
FIG. 10 is an overall configuration diagram of another embodiment of an automatic falling device for a rubber weir provided with an overpressure prevention mechanism according to the present invention.

【図11】本発明に使用されるフロートバルブ自動開放
構造の一例を示す構成図。
FIG. 11 is a configuration diagram showing an example of a float valve automatic opening structure used in the present invention.

【図12】本発明に使用されるフロートバルブ自動開放
構造の他の例を示す構成図。
FIG. 12 is a configuration diagram showing another example of the float valve automatic opening structure used in the present invention.

【図13】本発明に使用されるフロートバルブ自動開放
構造の別の例を示す構成図。
FIG. 13 is a configuration diagram showing another example of the float valve automatic opening structure used in the present invention.

【図14】従来のフロートバルブ自動開放構造の一例を
示す構成図。
FIG. 14 is a configuration diagram showing an example of a conventional float valve automatic opening structure.

【図15】本発明に使用される多門式の過圧防止機構を
備えたゴム堰の自動倒伏装置の全体構成図。
FIG. 15 is an overall configuration diagram of an automatic falling device of a rubber weir provided with a multi-gate overpressure prevention mechanism used in the present invention.

【図16】従来の過圧防止機構を備えたゴム堰の自動倒
伏装置の全体構成図。
FIG. 16 is an overall configuration diagram of a conventional automatic fall device for a rubber weir provided with an overpressure prevention mechanism.

【図17】従来の過圧防止機構を備えたゴム堰の自動倒
伏装置の全体構成図。
FIG. 17 is an overall configuration diagram of a conventional rubber dam automatic falling device equipped with a conventional overpressure prevention mechanism.

【符号の説明】[Explanation of symbols]

1 過圧防止機構を備えたゴム堰の自動倒伏装置 1a 過圧防止機構を備えたゴム堰の自動倒伏装置 1b 過圧防止機構を備えたゴム堰の自動倒伏装置 2 袋状堰体 2a 袋状堰体 2b 袋状堰体 2c 袋状堰体 3 ブロア 3a ブロア 4 水槽 4a 水槽 5 上部水槽 5a 上部水槽 6 下部水槽 6a 下部水槽 7 フロート 7a フロ−ト 8 底板 9 給排気管 9a 給排気管 9b 給排気管 9c 給排気管 10 給気バルブ 10a 給気バルブ 11 枝管 12 排気バルブ 12a 排気バルブ 13 連通管 14 空気管 15 揚水バルブ 16 枝管 17 フロートバルブ 17a フロートバルブ 18 水面 19 U字型連通管 19a U字型連通管 19b U字型連通管 19c U字型連通管 20 曲がり部 21 堰底 22 ラッチ 23 重り 24 バケット 25 導水管 26 サイホン 27 U字状管 28 曲げ部 29 液状媒体 30 水封管 31 垂下管 32 底板 H1 水頭圧 H2 水頭圧 H3 水頭圧 1 Automatic Falling Device for Rubber Weir with Overpressure Prevention Mechanism 1a Automatic Falling Device for Rubber Weir with Overpressure Prevention Mechanism 1b Automatic Falling Device for Rubber Weir with Overpressure Prevention Mechanism 2 Bag-shaped Weir Body 2a Bag-like Weir body 2b Bag-like weir body 2c Bag-like weir body 3 Blower 3a Blower 4 Water tank 4a Water tank 5 Upper water tank 5a Upper water tank 6 Lower water tank 6a Lower water tank 7 Float 7a Float 8 Bottom plate 9 Supply / exhaust pipe 9a Supply / exhaust pipe 9b Exhaust pipe 9c Supply / exhaust pipe 10 Intake valve 10a Inlet valve 11 Branch pipe 12 Exhaust valve 12a Exhaust valve 13 Communication pipe 14 Air pipe 15 Pumping valve 16 Branch pipe 17 Float valve 17a Float valve 18 Water surface 19 U-shaped communication pipe 19a U-shaped communication pipe 19b U-shaped communication pipe 19c U-shaped communication pipe 20 Bent part 21 Weir bottom 22 Latch 23 Weight 24 Bucket 25 Conductor Tube 26 siphon 27 U-shaped pipe 28 bent part 29 the liquid medium 30 Mizufukan 31 hanging tube 32 bottom plate H1 head pressure H2 head pressure H3 head pressure

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 可撓性膜の袋状堰体内に空気を出入させ
て該袋状堰体を膨縮させて起伏させると共に前記袋状堰
体の過圧を防止する機構を備えたゴム堰の自動倒伏装置
であって、該ゴム堰の自動倒伏装置は、ブロアと、該ブ
ロアと前記袋状堰体とを連結し中間に給気バルブ及び排
気バルブを設ける給排気管と、少なくとも河川の水面よ
り上方に配置され上方側を開放する上部水槽及びこの下
方に配設される下部水槽からなる水槽と、前記上部水槽
の底板側と前記下部水槽の底板側との間に架設される連
通管と、該連通管と前記給排気管とを連通し前記下部水
槽の底板より下方に曲がり部を有するU字型連通管と、
前記ブロアと前記下部水槽との間に架設される空気管
と、該空気管の枝管に設けられ前記河川の水面に浮上す
るフロートにより開閉されるフロートバルブとからな
り、前記ブロアと前記各バルブを開閉操作して前記袋状
堰体の起伏を行うことができると共に、自動的に袋状堰
体の過圧防止と倒伏を行うことができることを特徴とす
る過圧防止機構を備えたゴム堰の自動倒伏装置。
1. A rubber weir having a mechanism for allowing air to flow into and out of a bag-like weir of a flexible membrane to expand and contract the bag-like weir to raise and lower the bag-like weir and to prevent overpressure of the bag-like weir. The automatic fall device of the rubber weir, the automatic fall device of the rubber weir, a blower, a supply and exhaust pipe connecting the blower and the bag-shaped weir body and providing an intake valve and an exhaust valve in the middle, at least the river A water tank comprising an upper water tank disposed above the water surface and opening the upper side and a lower water tank disposed below the water tank, and a communication pipe erected between the bottom plate side of the upper water tank and the bottom plate side of the lower water tank A U-shaped communication pipe which communicates the communication pipe with the supply / exhaust pipe and has a bent portion below the bottom plate of the lower water tank;
An air pipe installed between the blower and the lower water tank, and a float valve provided on a branch pipe of the air pipe and opened and closed by a float floating on the water surface of the river, wherein the blower and each valve A rubber weir provided with an overpressure prevention mechanism, which is capable of opening / closing the bag to raise and lower the bag-like dam, and capable of automatically preventing and falling down the bag-like dam. Automatic lodging device.
【請求項2】 前記水槽の上部水槽と下部水槽とが互い
に画成されて前記連通管により連結されると共に、前記
U字型連通管が前記連通管に連結するものである請求項
1に記載の過圧防止機構を備えたゴム堰の自動倒伏装
置。
2. The water tank according to claim 1, wherein an upper water tank and a lower water tank are defined by each other and connected by the communication pipe, and the U-shaped communication pipe is connected to the communication pipe. Automatic falling device for rubber dam with overpressure prevention mechanism.
【請求項3】 前記水槽の上部水槽の底板には前記上部
水槽内に連通する垂下管が連結され、該垂下管の下端が
前記下部水槽の底板側に開口すると共に、前記U字型連
通管の一端側が前記垂下管内に侵入して開口するもので
ある請求項1に記載の過圧防止機構を備えたゴム堰の自
動倒伏装置。
3. A drooping pipe communicating with the upper water tank is connected to a bottom plate of the upper water tank of the water tank, and a lower end of the drooping pipe is opened on the bottom plate side of the lower water tank, and the U-shaped communication pipe is connected to the lower water tank. 2. An automatic falling device for a rubber weir provided with an overpressure prevention mechanism according to claim 1, wherein one end of the rubber weir is opened by entering into the drooping tube.
【請求項4】 前記袋状堰体及びこれに係合する前記給
排気管とU字型連通管が複数組設けられるものである請
求項1又は3に記載の過圧防止機構を備えたゴム堰の自
動倒伏装置。
4. The rubber provided with an overpressure prevention mechanism according to claim 1, wherein a plurality of sets of the bag-shaped weir and the supply / exhaust pipe and a U-shaped communication pipe engaged with the weir are provided. Automatic wedging device for weirs.
JP16002298A 1998-05-26 1998-05-26 Automatic rubber wedging device with overpressure prevention mechanism Expired - Fee Related JP2935185B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16002298A JP2935185B1 (en) 1998-05-26 1998-05-26 Automatic rubber wedging device with overpressure prevention mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16002298A JP2935185B1 (en) 1998-05-26 1998-05-26 Automatic rubber wedging device with overpressure prevention mechanism

Publications (2)

Publication Number Publication Date
JP2935185B1 true JP2935185B1 (en) 1999-08-16
JPH11336056A JPH11336056A (en) 1999-12-07

Family

ID=15706288

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16002298A Expired - Fee Related JP2935185B1 (en) 1998-05-26 1998-05-26 Automatic rubber wedging device with overpressure prevention mechanism

Country Status (1)

Country Link
JP (1) JP2935185B1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2002316634B2 (en) 2001-07-09 2008-03-20 Henry K. Obermeyer Water control gate and actuator therefore

Also Published As

Publication number Publication date
JPH11336056A (en) 1999-12-07

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