JPS59134213A - Automatic rising and falling device for rubber falling dam - Google Patents

Automatic rising and falling device for rubber falling dam

Info

Publication number
JPS59134213A
JPS59134213A JP970983A JP970983A JPS59134213A JP S59134213 A JPS59134213 A JP S59134213A JP 970983 A JP970983 A JP 970983A JP 970983 A JP970983 A JP 970983A JP S59134213 A JPS59134213 A JP S59134213A
Authority
JP
Japan
Prior art keywords
water
rubber
falling
exhaust pipe
dam
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP970983A
Other languages
Japanese (ja)
Other versions
JPS6231122B2 (en
Inventor
Hideo Nagamitsu
秀夫 長光
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP970983A priority Critical patent/JPS59134213A/en
Publication of JPS59134213A publication Critical patent/JPS59134213A/en
Publication of JPS6231122B2 publication Critical patent/JPS6231122B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/005Deformable barrages or barrages consisting of permanently deformable elements, e.g. inflatable, with flexible walls

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Barrages (AREA)

Abstract

PURPOSE:To miniaturize an automatic rising and falling device, make the action of the device exact, and simplify the installation work of the device by a method in which a water stopper is opened by utilizing the weight of water beyond a falling water level, and water stored in an upper chamber is discharged to expose the lower end opening of an exhaust pipe. CONSTITUTION:When the water level of a dam rises up to a falling water level L, water drops from the water inlet 38 of a lower chamber 3 onto a working plate 5 and stays there, the working plate 5 is lowered by the weight of water, and a lever 7 is turned to remove a water stopper 10. The water in the upper chamber 2 flows out through the drain port 11 of a partition plate 4 and the lower chamber 3 to the drain port 39. When the stored water in the upper chamber 2 is discharged, the lower end opening 36 of the exhaust pipe 35 is exposed, the internal pressure of the rubber bag of the dam is discharged through the exhaust pipe 35 from an air vent tube 30 into the open air, and the rubber dam automatically falls down.

Description

【発明の詳細な説明】 本発明は河川に股部、されるゴム起伏堰を、所定水位を
越えた時に、自動的に倒伏させる倒伏装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a toppling device that automatically topples a rubber undulating weir located in a river when the water level exceeds a predetermined water level.

河川に設けられている取水堰は、用水を必要とする時期
にはゲートを起立させて、必要量の取水をおこない、洪
水時など取水堰上の越流水深が一定の値以上になると・
ゲートを倒伏させたり・取り外すことによって洪水を安
全に流下させている0 ゴム袋内部に空気を充填して堰を形成するようKしたゴ
ム起伏堰は、内部の充填空気を抜くことによって堰を倒
伏させることができるO従来、越流水深が一定値以上に
なった場合、このゴム起伏堰のゴム袋内部の空気を抜き
とるには、次のような方法がとられている。すなわち、
別に設けた掘込の水面にフロートを浮上させ、倒伏水位
のセンサー兼排気バルブを作動させるアクチュエータと
して用いる方法である。すなわち、水位が倒伏限度に達
すると、水位に応じて浮上するフロートの浮力で空気配
管の排気ノ々ルブを押しあげて開き、ゴム袋内部の空気
を放出するようにしたものである。
At intake weirs installed on rivers, the gates are erected to take in the necessary amount of water when water is needed, and when the overflow depth at the intake weir exceeds a certain value, such as during a flood.
0 Rubber relief weirs, which are designed to form a weir by filling air inside a rubber bag, allow floodwaters to flow safely by lowering or removing the gate. Conventionally, when the overflow water depth exceeds a certain value, the following method has been used to remove the air inside the rubber bag of this rubber undulating weir. That is,
In this method, a float is floated on the water surface of a separate excavation and used as an actuator to actuate the collapse water level sensor and exhaust valve. That is, when the water level reaches the lodging limit, the buoyancy of the float that rises according to the water level pushes up the exhaust knob of the air pipe and opens it, releasing the air inside the rubber bag.

このような構成からなる従来の装置では・前記排気バル
ブの操作に必要な力をフロートの浮力から得るため、必
然的に大形のフロートが必要となり、そのため堰より離
れた陸地に大きな堀込を設け・そこに堰より河水を誘導
するとともに、大形のフロートと排気パルプを設置せね
ばならなかった。また、水位に応じて上下動するフロー
トの動きに対し・適切に排気バルブの開閉を対応させね
ばならないという技術的にむずかしい問題があった。
In conventional equipment with such a configuration, in order to obtain the force necessary to operate the exhaust valve from the buoyancy of the float, a large float is inevitably required, and therefore a large trench is built in the land far from the weir.・It was necessary to direct river water there from the weir and install a large float and exhaust pulp. Additionally, there was the technically difficult problem of having to appropriately open and close the exhaust valve in response to the movement of the float, which moves up and down depending on the water level.

本発明は前記事情に@みなされたもので、装置を小形化
するとともに確実な機能を備え、かつ設備工事も簡素化
できるゴム起伏堰の自動倒伏装置を提供しようとするも
のである。
The present invention has been made in view of the above-mentioned circumstances, and an object thereof is to provide an automatic lodging device for a rubber undulating weir that is compact, has reliable functions, and simplifies equipment construction.

本発明は排水手段を備えた貯水室を設け、該貯水室の上
部空間にゴム起伏堰の内圧を導通ずるとともに、開口端
部を水没させた排気管を別に設け、さらに堰の倒伏水位
を越えた河川水の重量によって作動する作動手段を設け
、該作動手段によって、前記貯水室の排水手段を作動せ
しめることを特徴とするゴム起伏堰の自動倒伏装置であ
る。
The present invention provides a water storage chamber equipped with drainage means, conducts the internal pressure of the rubber undulating weir into the upper space of the water storage chamber, and separately provides an exhaust pipe with an open end submerged in water, and furthermore, the water storage chamber is provided with a water storage chamber equipped with a drainage means, and the internal pressure of the rubber undulating weir is conducted to the upper space of the water storage chamber. This automatic toppling device for a rubber undulating weir is characterized in that an actuating means is provided which is actuated by the weight of river water, and the actuating means actuates the drainage means of the water storage chamber.

以下、本発明の実施例について図面を参照しながら詳細
に説明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図〜第3図において、1は筒状をなす装置本体、2
は装置本体1の天井部を備えた上室・3は装置本体1の
下室、4は上室2と下室3とを区切る仕切板、5は下室
3内を上下動する作動板、6は作動板5を吊下げるバー
、7はレバーである。バー6は下室3の上方壁部に貫設
された長孔15を貫通して室外に延設されるバー16に
連結され、バー16は装置本体1の両側に沿って設けら
れた吊下具17と連結され、吊下具17は上室2の室外
に誘導されたレバー7の一端に係合している。レバー7
は軸8によって揺動可能に軸支されるとともに、バラン
スウェイト9が設けられている。10は止水栓で、前記
仕切板4に貫設された排水口11に嵌着し、該排水口1
1を封鎖する。この止水栓10はレバー7の一端と鎖1
2によって連結される@13はレバー7の末端に当接し
て、レバー7の回動を所定位置で阻止するストッパーで
ある。
In Figures 1 to 3, 1 is a cylindrical device body; 2
3 is the lower chamber of the apparatus main body 1, 4 is a partition plate that separates the upper chamber 2 and the lower chamber 3, 5 is an operating plate that moves up and down in the lower chamber 3, 6 is a bar for suspending the actuating plate 5, and 7 is a lever. The bar 6 is connected to a bar 16 extending outside the room through a long hole 15 formed in the upper wall of the lower chamber 3. The hanging tool 17 is engaged with one end of the lever 7 guided to the outside of the upper chamber 2. Lever 7
is pivotally supported by a shaft 8, and is provided with a balance weight 9. Reference numeral 10 denotes a water stop valve, which is fitted into the drain port 11 provided through the partition plate 4, and is connected to the drain port 1.
Block 1. This stopcock 10 is connected to one end of the lever 7 and the chain 1
@13 connected by 2 is a stopper that comes into contact with the end of the lever 7 and prevents the lever 7 from rotating at a predetermined position.

加は上室2に設けられたフロートバルブで、フロート2
1の上下動によって注水口nからの注水を自動的に給停
止する。注水口ηはバルブn、ポンプ冴を経て給水源δ
に接続されている。
The float valve installed in the upper chamber 2 is connected to the float 2.
1, the water supply from the water inlet n is automatically stopped. Water inlet η connects to water supply source δ via valve n and pump
It is connected to the.

(9)は上室2の天井部に開口する通気管で、導通% 
930はコンプレッサー31からゴム起伏堰32のゴム
袋へ空気を供給する通気1g33に接続されている。
(9) is a ventilation pipe that opens to the ceiling of upper chamber 2, and the conductivity percentage
930 is connected to a vent 1g33 that supplies air from the compressor 31 to the rubber bag of the rubber undulating weir 32.

おば上室2の天井部を貫通して設けられた排気管で、そ
の下端開口部あは、規定の内圧が上室2の上部空間にか
Nつだ場合にも上室2内に貯留される水の水面lより以
下に位置するように配置し、上端は大気に開放されてい
る。
This is an exhaust pipe that is installed through the ceiling of the upper chamber 2, and its lower end opening is designed so that even if a specified internal pressure reaches the upper space of the upper chamber 2, it will not be stored in the upper chamber 2. The top end is open to the atmosphere.

詔は下室3の胸壁に貫設された複数の水入口で・該水入
口あには適当なフィルターが張設されている039は下
室3の下方に配置された排水口で、前記作動板5が下限
に到した時、下室3の下部脹出部37から流出する水を
排出する。
039 is a drain port located below the lower chamber 3, and 039 is a drain port located below the lower chamber 3. When the plate 5 reaches its lower limit, water flowing out from the lower bulge 37 of the lower chamber 3 is discharged.

なお、40 、41はバルブ、45は河岸、46は河岸
45に設けられた装置本体1を設置するための堀込・4
7は堀込46を被覆する透水可能なガートプレートであ
る。
In addition, 40 and 41 are valves, 45 is a river bank, and 46 is a trench 4 provided on the river bank 45 for installing the device main body 1.
7 is a water-permeable guard plate that covers the trench 46.

本装置は次のようにして用いる。まず、パルプ乙な開き
、装置本体1の上室2内に給水するO所定水位lでフロ
ートパルプ加が作動し、自動的に給水が停止したあと、
バルブnを閉鎖する0次に、コンプレッサー31を始動
し、コム取水堰32内に空気を供給して内圧を規定値ま
であげ、起立させる。同時に同じ空気圧が通気管(9)
を経て装置本体1の上室2の水面に作用している状態と
なり、排気管お内の水位が図示のように上昇する。以上
で本装置のセットが終る0なお、作動板5はレバー7の
バランスウェイト9によって吊上げられ・第2図に示す
位Mにある0いま、堰の水位が倒伏水位りまで上昇する
と、ガードプレート47を経て堀込46に侵入した水は
、装置本体1の下室3に開口する水入口あより下室3内
の作動板5上に落下して溜まり、作動板5は、その水の
重さによって下降する。したがってレバー7は矢印方向
に回動し1他端に連結されている止水栓10を外す0そ
のため上室2内の水は仕切板4の排水口11より下室3
へ流出し、こ〜から排水口39へ流出する。
This device is used as follows. First, when the pulp is opened, the float pulp addition is activated at a predetermined water level l to supply water into the upper chamber 2 of the main body 1, and after the water supply is automatically stopped,
Next, the compressor 31 is started, and air is supplied into the com water intake weir 32 to raise the internal pressure to a specified value, and the com water intake weir 32 is raised to a specified value. At the same time, the same air pressure is applied to the ventilation pipe (9)
Through this process, the water level in the upper chamber 2 of the main body 1 of the apparatus is acted upon, and the water level inside the exhaust pipe rises as shown in the figure. This completes the setting of this device.The actuating plate 5 is lifted by the balance weight 9 of the lever 7 and is at position M shown in Fig. 47 and enters the digging 46, the water falls from the water inlet opening into the lower chamber 3 of the device main body 1 and accumulates on the actuating plate 5 in the lower chamber 3, and the actuating plate 5 absorbs the weight of the water. descends by Therefore, the lever 7 is rotated in the direction of the arrow to release the water stop valve 10 connected to the other end of the lever 7. Therefore, the water in the upper chamber 2 is drained from the drain port 11 of the partition plate 4 to the lower chamber 3.
It flows out from here to the drain port 39.

上室2内の貯水が排出されることによって、排気管35
の下端開口部36が露出し・したがってこの下端開口部
36は装置本体1の上室2に開口している通気管間と導
通状態となる。そのため、ゴム取水堰32のゴム袋内圧
は通気管側から排気管あを経て空気中に抜き出され、ゴ
ム取水堰32は自動的に倒伏することになる。
By discharging the water stored in the upper chamber 2, the exhaust pipe 35
The lower end opening 36 is exposed, and therefore the lower end opening 36 is in communication with the ventilation pipes opening into the upper chamber 2 of the apparatus main body 1. Therefore, the internal pressure of the rubber bag of the rubber water intake weir 32 is discharged from the ventilation pipe side through the exhaust pipe into the air, and the rubber water intake weir 32 automatically collapses.

なお、本発明は前記実施例のみに限定されるものではな
く、多様の実施態様を採用することができる。たとえば
、バランスウェイト9およびレバー7かもなる排水手段
の具体的構成、農動板5およびレバー16からなる作動
手段の具体的構成などは適宜他の構造を採用することが
できる。
Note that the present invention is not limited to the above-mentioned embodiments, and various embodiments can be adopted. For example, the specific structure of the drainage means including the balance weight 9 and the lever 7, the specific structure of the operating means including the farming plate 5 and the lever 16, etc. may be appropriately changed.

以上、本発明の装置は・倒伏水位を超えた水の重さイ利
用して、止水栓を開き、貯留した水を排水して排気管を
開くとともに、ゴム取水堰の内圧を、この排気管と導通
させるように構成し、ゴム起伏堰内部の空気を排出して
堰を倒伏させるようにしたので、従来のように大形の掘
込や、フロートなどによる大形のアクチュエータを必要
とせず装置を小形化し・土木工事をともなう設備工事も
簡素化できる0 また本装置はゴム起伏堰内部の空気圧を水でシールする
ようにしであるため、何等かの異常で空気圧が過大にな
ると、空気圧によって排気管より水を外部に吹きあげて
しまうので、最終的には排気管の水頭以上の空気圧はか
〜らず、空気圧の異常上昇によるゴム起伏堰の破損や故
障を未然に防止することができる・
As described above, the device of the present invention utilizes the weight of water that has exceeded the overflow water level to open the stop valve, drain the accumulated water, and open the exhaust pipe. It is configured to communicate with the pipe, and the air inside the rubber relief weir is discharged to cause the weir to collapse, so there is no need for large excavations or large actuators such as floats as in the past. The device can be made smaller and equipment construction that involves civil engineering work can be simplified. Also, since this device is designed to seal the air pressure inside the rubber undulation weir with water, if the air pressure becomes excessive due to some abnormality, the air pressure will Since water is blown out from the exhaust pipe, the air pressure does not exceed the water head of the exhaust pipe in the end, which prevents damage or malfunction of the rubber undulating weir due to an abnormal increase in air pressure.・

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

第1図は本発明に係る装置の系統説明図、第2図は同じ
く主要部の断面説明図、第3図は河川への設置状態を示
す説明図である0 1・・・・・・装置本体、    2・・・・・・上室
、3・・・・・・下室、       5・・・・・・
作動板、10・・・・・・止水栓、     (9)・
・・・・・通気管、加・・・・・・フロートバルブ\ 
32・・・・・・コム起伏堰、あ・・・・・・排気管、
     あ・・・・・・水入口、45・・・・・・河
川0
Fig. 1 is an explanatory diagram of the system of the device according to the present invention, Fig. 2 is an explanatory cross-sectional diagram of the main part, and Fig. 3 is an explanatory diagram showing the state of installation in a river. Main body, 2... Upper chamber, 3... Lower chamber, 5...
Operating plate, 10... Water stop valve, (9).
...Vent pipe, addition...Float valve\
32...com undulation weir, ah...exhaust pipe,
Ah...Water entrance, 45...River 0

Claims (1)

【特許請求の範囲】[Claims] 排水手段を備えた貯水室を設け、該貯水室の −上部空
間にゴム起伏堰の内圧を導通するとともに、開口端部な
水没させた排気管を別に設け・さらに堰の倒伏水位を越
えた河川水の重量によって作動する作動手段を設け、該
作動手段によって、前記貯水室の排水手段を作動せしめ
ることを特徴とするゴム起伏堰の自動倒伏装置0
A water storage chamber equipped with drainage means is provided, and the internal pressure of the rubber relief weir is conducted to the upper space of the water storage chamber, and a separate exhaust pipe is provided with the open end submerged in water. An automatic lodging device for a rubber undulating weir, characterized in that an actuating means operated by the weight of water is provided, and the actuating means operates the drainage means of the water storage chamber.
JP970983A 1983-01-24 1983-01-24 Automatic rising and falling device for rubber falling dam Granted JPS59134213A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP970983A JPS59134213A (en) 1983-01-24 1983-01-24 Automatic rising and falling device for rubber falling dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP970983A JPS59134213A (en) 1983-01-24 1983-01-24 Automatic rising and falling device for rubber falling dam

Publications (2)

Publication Number Publication Date
JPS59134213A true JPS59134213A (en) 1984-08-01
JPS6231122B2 JPS6231122B2 (en) 1987-07-07

Family

ID=11727772

Family Applications (1)

Application Number Title Priority Date Filing Date
JP970983A Granted JPS59134213A (en) 1983-01-24 1983-01-24 Automatic rising and falling device for rubber falling dam

Country Status (1)

Country Link
JP (1) JPS59134213A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5722523A (en) * 1980-07-16 1982-02-05 Nippon Doraikemikaru Kk Temperature sensor using optical fiber

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5722523A (en) * 1980-07-16 1982-02-05 Nippon Doraikemikaru Kk Temperature sensor using optical fiber

Also Published As

Publication number Publication date
JPS6231122B2 (en) 1987-07-07

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