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JPS5915111A - Rising and falling device for dam - Google Patents

Rising and falling device for dam

Info

Publication number
JPS5915111A
JPS5915111A JP12166882A JP12166882A JPS5915111A JP S5915111 A JPS5915111 A JP S5915111A JP 12166882 A JP12166882 A JP 12166882A JP 12166882 A JP12166882 A JP 12166882A JP S5915111 A JPS5915111 A JP S5915111A
Authority
JP
Japan
Prior art keywords
tube
water
air
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
JP12166882A
Other languages
Japanese (ja)
Other versions
JPH0375686B2 (en
Inventor
Kunikazu Aragada
荒ケ田 國和
Kazuo Terada
和雄 寺田
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.)
Hokoku Kogyo Co Ltd
Original Assignee
Hokoku Kogyo 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 Hokoku Kogyo Co Ltd filed Critical Hokoku Kogyo Co Ltd
Priority to JP12166882A priority Critical patent/JPS5915111A/en
Publication of JPS5915111A publication Critical patent/JPS5915111A/en
Publication of JPH0375686B2 publication Critical patent/JPH0375686B2/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 eliminate the need for a water conveyance tube for detecting the water level in an operation chamber by providing an air blower to supply air through an air supply tube, having a check valve and an inside falling valve for the operation chamber, and an operator pit leading through a mouthless dam and a siphon tube to flowing water to a baggy dam. CONSTITUTION:In a baggy dam 1 made of a flexible material, an air blower 5 to send air through an air supply tube with a check valve 6 and an inside falling valve 7 for an operation chamber leading to the open air and a mouthless dam 10 with an excessive air exhaust tube 12 leading to flowing water on the upstream side are provided. On the downstream side, an operator pit 3 provided with an exhaust tube 14 leading to flowing water through a two-stage type siphon tube 11, a water sealing tube 15, and a water level detection tube 17 during the rising and falling periods is provided. When the amount of flowing water upstream is increased and the dam 1 reaches a falling water level (a), water flows from a manual falling valve 18 into the detection tube 17. As a result, the tube 11 operates with the lower stage portion 11a, water level in the exhaust tube 14 is lowered at the same time as the water level in the pit 3 is lowered, compressed air in the dam 1 is discharged through the air supply tube 8, the switch valve 13, and the exhaust tube 14, and the dam 1 is thus automatically fallen.

Description

【発明の詳細な説明】 本発明は、可撓性材質からなる全空気式の袋状の堰シ、
空気の出入により、倒伏、起立させる堰の起伏装置に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides an all-pneumatic bag-shaped weir made of flexible material;
This invention relates to a weir raising and lowering device that is lowered and raised by the inflow and outflow of air.

従来、この種の堰の起伏装置としては、ノ(ケラトタイ
プのものと、フロートタイプのものなどがある。しかし
、パケットタイプもフロートタイプも共に河川の水入操
作室内に導水するため、フロート室などの下部土木工事
が必要であり、工事費が嵩むという問題点があった。ま
た、起立時、バケ・ソト、フロートおよび起立制御装置
欠起立準備にリセットしなければならないという煩雑さ
があった。また、倒伏機構に機械的な作動があるため、
錆等にまり倒伏1−ない危険があった。
Conventionally, there are two types of undulating devices for this type of weir, such as the kerat type and the float type. However, both the packet type and the float type are designed to introduce water into the river's water input operation chamber. There was a problem in that lower civil engineering work was required, which increased the construction cost.Also, when standing up, there was the hassle of having to reset the bucket/soto, float, and standing control device to the stand-up preparation state. .Also, since the lodging mechanism has mechanical operation,
There was a risk that it would get stuck in rust and fall down.

本発明は上記した問題点に鑑みてなされたものであり、
操作室内に水位検知用の導水管を設置することを不要と
して大幅な土木工事費の削減と、堤防−Hにおいても堰
を見ながら堰の倒伏欠司能とし、また、操作室内におい
ても堰の倒伏ケ司能とした操作の容易さと、さらには、
起立水位以下であれば空気χ圧送すれば堰の起立がなさ
れ、倒伏機構および余剰空気圧のリセットの不要、など
が図れる堰の起伏装置乞提供することを目的とするもの
である。
The present invention has been made in view of the above problems, and
It is not necessary to install water pipes for water level detection in the operation room, which significantly reduces civil engineering costs. Also, on Embankment-H, the weir can be controlled while observing the weir, and the weir can also be controlled in the operation room. Ease of operation with ease of lodging, and furthermore,
It is an object of the present invention to provide a weir raising device which allows the weir to be raised by pumping air χ if the water level is below the rising water level, thereby eliminating the need for resetting a lowering mechanism and excess air pressure.

このため、本発明の堰の起伏装置の構成は、”J撓性材
質からなる袋状の堰に、止めバルブおよび大気に連通せ
I−めろ操作室内倒伏バルブを有する送気管欠介して空
気ケ圧送する送風機と、」二流側流水には矢口堰欠介し
て、また、下流側流水には2段式のサイフオン管ケ介し
て連通ずる操作装置ピットとからなり、しかも、前記欠
口部には切換バルブを有して前記送風管に連通ずる余剰
空気排気管7備え、また、前記操作装置ピント内には前
記余剰空気排気管に連通し、てその下方部位がU字状乞
なす排気管と、その下方部位が前記排気管の下部に連通
し、その上方部位が前記サイフオン管に連通し且つ、そ
の下方部位がU字状乞なす連通管ケ有する封水管と、一
端が前記封水管および前記ダイフメン管とに連通して他
端が手動倒伏パルブレ有してなるU字状の倒伏・起立水
位検知管と7備えたことケ特徴としている。
For this reason, the structure of the weir undulation device of the present invention is such that a bag-shaped weir made of a flexible material is connected to a stop valve and an air supply pipe that communicates with the atmosphere and has an air supply pipe having a lodging valve in an operation chamber. It consists of a blower for pressure-feeding, and an operating device pit that communicates with the flowing water on the second stream side through a Yaguchi weir and with the flowing water on the downstream side via a two-stage siphon pipe, is equipped with a surplus air exhaust pipe 7 having a switching valve and communicating with the blast pipe, and also has an exhaust pipe within the operating device focus that communicates with the surplus air exhaust pipe and has a U-shaped lower portion. a water sealing pipe whose lower part communicates with the lower part of the exhaust pipe, whose upper part communicates with the siphon pipe, and whose lower part has a U-shaped communication pipe; It is characterized in that it is provided with a U-shaped lodging/erecting water level detection tube 7 which communicates with the Difmen tube and has a manual lodging valve at the other end.

以下に、本発明の一実施例ケ図に基づいて説明す゛ろ。An embodiment of the present invention will be explained below based on the drawings.

第1図および第2図において、1は”]撓件材質からな
る袋状の堰であり、2は操作小屋、5は法面4に取付け
られた操作装置ビットであろ85は操作小屋2内に設置
された送風機で、同じく操作小屋2内に配設された止め
バルブ6と操作室内倒伏バルブ7を有する送気管8を介
し′(堰1に空気ヶ圧送するものである。9は送風機5
の駆動源である。操作装置ピノトロは上流側流水入とは
欠口部10ン介して、また2、下流側流水Bとは2段式
のサイフオン管11乞介して連通している。12は欠口
部10内に伸びて先端が開口し、かつ切換バルブ13を
有して送気管8に連通ずる余剰空気排気管であり、14
は余剰空気排気管12に連通してその下方部位がU字状
をなす排気管である。この排気管14の下方部位の分岐
部14aは、余剰空気排気管12の開口端12aよりも
若干低(位置している。
In Figures 1 and 2, 1 is a bag-shaped weir made of flexible material, 2 is an operating shed, 5 is an operating device bit attached to the slope 4, and 85 is inside the operating shed 2. 9 is a blower installed in the control shed 2, and is used to supply air under pressure to the weir 1 through an air pipe 8 having a stop valve 6 and a collapse valve 7 in the control room, which are also installed in the operation shed 2.
It is the driving source of The operating device Pinotoro communicates with the upstream water inlet through a cutout 10, and with the downstream water B through a two-stage siphon pipe 11. Reference numeral 12 designates a surplus air exhaust pipe that extends into the cutout portion 10, has an open end, has a switching valve 13, and communicates with the air supply pipe 8;
is an exhaust pipe that communicates with the surplus air exhaust pipe 12 and has a U-shaped lower portion. The branch portion 14a at the lower part of the exhaust pipe 14 is located slightly lower than the open end 12a of the surplus air exhaust pipe 12.

15はその下方部位が排気管14の下部に連通17、そ
の上方部位がサイフィン管11に連通し1つ、その下方
部位がU字状乞なす連通管16χ有する封水管である。
Reference numeral 15 is a water sealing pipe having a lower part communicating with the lower part of the exhaust pipe 14, an upper part thereof communicating with the siphon pipe 11, and a lower part thereof having a U-shaped communicating pipe 16χ.

また、17は一端が封水管15およびサイフオン管11
とに連通して他端が手動倒伏バルブ18ケ有してなるU
字状の倒伏・起立水位検知管であり、その下端部位17
aは起立水位Cと同高さに位置していて、手動倒伏バル
ブ18は倒伏水位aと同高さに位置している。また、2
段式のサイフオン管11の下段部11aの高さは貯水位
すより若干低(位置している。なお、切換バルブ13、
手動倒伏バルブ18は地上より操作可能であり、また、
排気管14の一ヒ方開ロ部14b、連通管16の上方開
口部16a、欠口部10の欠口部10aなどの高さ位置
は作用上、所定位置に設けられている。
In addition, 17 has one end connected to the water sealing pipe 15 and the siphon pipe 11.
A U having 18 manual overturning valves at the other end communicating with the
It is a reclining/erecting water level detection tube in the shape of a letter, and its lower end part 17
a is located at the same height as the upright water level C, and the manual lodging valve 18 is located at the same height as the lodging water level a. Also, 2
The height of the lower part 11a of the stage-type siphon pipe 11 is slightly lower than the water storage level.
The manual lodging valve 18 can be operated from the ground, and
The height positions of the one side opening portion 14b of the exhaust pipe 14, the upper opening portion 16a of the communication pipe 16, the notch portion 10a of the notch portion 10, etc. are set at predetermined positions for operational purposes.

また、19は川床、20は堰1ヶ保持しているクランプ
装置を示している。
Further, 19 indicates a riverbed, and 20 indicates a clamping device that holds one weir.

本発明に係ろ一実施例は上記した如き構成からなるが、
次にその作用ン第3図および第4図をも用いて説明する
One embodiment of the present invention has the configuration described above,
Next, its operation will be explained using FIGS. 3 and 4.

いま、第2図に示す如く上流側流水Aが貯水位す若しく
は貯水位すより若干高いよ5 ]z場合は、上流側流水
Aは欠口部10より操作装置ピッ)3内に流入しサイフ
オン管11の下段部11aより下流側に排出されろ。堰
1が起立状態であるときは、止めバルブ6、操作室内倒
伏ノくルプ7は閉となっており、切換バルブ13および
手動倒伏バルブ18は開となっている。
Now, as shown in Fig. 2, if the upstream flowing water A is at the reservoir level or slightly higher than the reservoir level 5], the upstream flowing water A flows into the operating device 3 from the cutout 10 and flows into the siphon. It should be discharged downstream from the lower part 11a of the pipe 11. When the weir 1 is in the upright state, the stop valve 6 and the operating chamber lodging knob 7 are closed, and the switching valve 13 and the manual lodging valve 18 are open.

第2図の如き状態から、上流側の流水が増加し倒伏水位
aにまで達すると、手動倒伏バルブ18より水が倒伏・
起立水位検知管17内に流入する。そうすると、サイフ
オン管11か下段部11aと共に稼動し、操作装置ビy
)3内の水位が低下する。このとき、排気管14内の水
位も低下し、塩1内の圧縮空気は送気管8、切換バルブ
1ろ、排気管14と通って排出され、堰1は自動倒伏す
る(第3図参照)。
From the state shown in Fig. 2, when the flow of water on the upstream side increases and reaches the lodging water level a, the manual lodging valve 18 causes the water to collapse and
The water flows into the upright water level detection tube 17. Then, the siphon tube 11 operates together with the lower part 11a, and the operating device
) The water level in 3 decreases. At this time, the water level in the exhaust pipe 14 also decreases, the compressed air in the salt 1 is discharged through the air supply pipe 8, the switching valve 1 filter, and the exhaust pipe 14, and the weir 1 automatically collapses (see Figure 3). .

この場合、止めバルブ6と手動倒伏バルブ18を閉とし
て、操作室内倒伏バルブ7を開としても、堰1は倒伏す
る。これは人為倒伏であるが、水位関係等は自動倒伏の
場合と同様である。ただし、この場合でも下段部11a
からの溢流は必要である。
In this case, even if the stop valve 6 and the manual lodging valve 18 are closed and the operation chamber lodging valve 7 is opened, the weir 1 will collapse. Although this is an artificial lodging, water level relations etc. are the same as in the case of automatic lodging. However, even in this case, the lower part 11a
Overflow from is necessary.

次に、上流側の流水が減少し起立水位Cに達すると、倒
伏・起立水位検知管17内の水は、サイフオン管11内
へ排出され、大気が手動倒伏バルブ18より流入するた
め、サイフオン管11内の水は落下する。また封水管1
5内の水も落下し、排気管14内乞封水する。この状態
で止めバルブ67開とし、送風機5より堰1へ空気馨圧
送する。このとき、切換バルブ1o、手動倒伏バルブ1
8は開であり、操作室内倒伏バルブ7は閉である。した
がって、送風機5からの空気は排気管14へは行かず、
送気管8を通って堰1へ圧送されろ。また、余分な空気
は、の開口端12aの方が若干高く位置しているので、
核間[」端12aから排出されろ。堰1が起立すれば、
11−、めバルブ6乞閉として空気の圧送7止めろ(第
4図参照)。
Next, when the flowing water on the upstream side decreases and reaches the standing water level C, the water in the falling/standing water level detection tube 17 is discharged into the siphon pipe 11, and the atmosphere flows in from the manual falling valve 18, so that the siphon pipe The water inside 11 will fall. Also, water sealing pipe 1
The water in the exhaust pipe 14 also falls, sealing the inside of the exhaust pipe 14. In this state, the stop valve 67 is opened and air is forcedly sent from the blower 5 to the weir 1. At this time, the switching valve 1o, the manual lodging valve 1
8 is open, and the operation chamber lodging valve 7 is closed. Therefore, the air from the blower 5 does not go to the exhaust pipe 14,
It is forced to be fed to the weir 1 through the air pipe 8. In addition, since the opening end 12a is located slightly higher, the excess air can be removed.
Excrete from the internuclear end 12a. If weir 1 rises,
11- Close the valve 6 and stop the air pressure 7 (see Figure 4).

以上述べた如き本発明によれば、操作室内に水位検知用
の導水管乞設置することが不要となり、これがため、大
幅な土木工事費の削減が達成され、また、堤防上におい
ても堰Z見ながら堰の倒伏7再能とすると共に操作室内
においても堰の倒伏ン司能として操作の容易さ、至便さ
が達成され、さらには、起立水位以下であれば空気χ圧
送すれば堰の起立がなされ、倒伏機構および余剰空気圧
のリセツトが不要となり、また、自動倒伏時、バルブを
使用していないため、機械的な倒伏装置におレナろよ5
な錆などによろ倒伏不能などの状態ケ惹起することなく
、倒伏が確実に行えるなどの多(の効果を奏する堰の起
伏装置が提供できろ。
According to the present invention as described above, it is no longer necessary to install a water conduit pipe for water level detection in the operation room, thereby achieving a significant reduction in civil engineering costs. However, the weir can be raised again by seven times, and the weir can also be controlled in the operation room, making it easy and convenient to operate.Furthermore, if the water level is below the rising water level, air can be pumped to prevent the weir from rising. This eliminates the need to reset the lodging mechanism and surplus air pressure, and since no valve is used during automatic lodging, there is no need to use the mechanical lodging device.
It is possible to provide a weir levitation device that has multiple effects, such as being able to reliably lodge a weir without causing conditions such as inability to lodge due to rust or the like.

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

図は本発明の一実施例を示すもので、第1図はその概略
図、第2図はその詳細図、第3図は倒伏工程ン説明する
ための詳細図、第4図は起立工程を説明1゛ろだめの詳
細図である。 1・・・袋状の堰     3・・・操作装置ピy)5
・・・送風機      6・・・止めバルブ7・・・
操作室内倒伏バルブ 8・・・送気管      10・・・欠口部用・・・
サイフオン管  11a・・・下段部12・・余剰空気
排気管  13・・・切換バルブ14・・・排気管  
    15・・・封水管16・・・連通管     
   17・・・倒伏・起立水位検知管18・・・手動
倒伏バルブ 特許出願人 豊国王業株式会社
The drawings show one embodiment of the present invention; Fig. 1 is a schematic diagram thereof, Fig. 2 is a detailed diagram thereof, Fig. 3 is a detailed diagram for explaining the lodging process, and Fig. 4 is a detailed diagram for explaining the raising process. It is a detailed diagram of explanation 1. 1... Bag-shaped weir 3... Operating device piy) 5
...Blower 6...Stop valve 7...
Operation chamber lodging valve 8... Air pipe 10... For cutout part...
Siphon pipe 11a...lower section 12...excess air exhaust pipe 13...switching valve 14...exhaust pipe
15... Water sealing pipe 16... Communication pipe
17... Lodging/erecting water level detection tube 18... Manual lodging valve Patent applicant: Toyo Kingyo Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] (1)  可撓性材質からなる袋状の堰に、止めパルプ
および大気に連通せしめろ操作室内倒伏バルブ7有する
送気管7介して空気を圧送する送風機と、上流側流水に
は入口堰を介して、また、下流側流水には2段式のサイ
フオン管を介して連通ずる操作装置ビットとからなり、
しかも、前記入口堰には切換バルブ乞有して前記送気管
に連通ずる余剰空気排気管ケ備え、また、前記操作装置
ピット内には前記余剰空気排気管に連通してその下方部
位がU字状をなす排気管と、その下方部位が前記排気管
の下部に連通し、その上方部位が前記サイフオン管に連
通し且つ、その下方部位がU字状をなす連通管乞有する
封水管と、一端が前記封水管および前記サイフオン管と
に連通して他端が手動倒伏バルブ7有してなるU字状の
倒伏・起立水位検知管と7備えたこと乞特徴とする堰の
起伏装置。
(1) A bag-shaped weir made of a flexible material is connected to the stopper pulp and the atmosphere, and is equipped with a blower that pressurizes air through an air pipe 7 having an overturning valve 7 in a control chamber, and an inlet weir for flowing water on the upstream side. It also consists of an operating device bit that communicates with the downstream flowing water via a two-stage siphon pipe.
Furthermore, the inlet weir is equipped with a surplus air exhaust pipe that has a switching valve and communicates with the air supply pipe, and the operating device pit is equipped with a surplus air exhaust pipe that communicates with the surplus air exhaust pipe and has a U-shaped lower portion. a water-sealing pipe having a lower part communicating with the lower part of the exhaust pipe, an upper part communicating with the siphon pipe, and a lower part forming a U-shape; 7. A weir levitation device characterized in that the weir comprises a U-shaped lodging/erecting water level detection tube communicating with the water sealing pipe and the siphon pipe and having a manual lodging valve 7 at the other end.
JP12166882A 1982-07-13 1982-07-13 Rising and falling device for dam Granted JPS5915111A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12166882A JPS5915111A (en) 1982-07-13 1982-07-13 Rising and falling device for dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12166882A JPS5915111A (en) 1982-07-13 1982-07-13 Rising and falling device for dam

Publications (2)

Publication Number Publication Date
JPS5915111A true JPS5915111A (en) 1984-01-26
JPH0375686B2 JPH0375686B2 (en) 1991-12-03

Family

ID=14816935

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12166882A Granted JPS5915111A (en) 1982-07-13 1982-07-13 Rising and falling device for dam

Country Status (1)

Country Link
JP (1) JPS5915111A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7114879B2 (en) 2001-07-09 2006-10-03 Henry K. Obermeyer Water control gate and actuator therefore
CN113190053A (en) * 2021-05-13 2021-07-30 黄河水利委员会黄河水利科学研究院 Dam front water level control system and control device for reservoir physical model

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7114879B2 (en) 2001-07-09 2006-10-03 Henry K. Obermeyer Water control gate and actuator therefore
US8511937B2 (en) 2001-07-09 2013-08-20 Henry K. Obermeyer Water control apparatus
US9028170B2 (en) 2001-07-09 2015-05-12 Henry K. Obermeyer Water control apparatus
US9765495B2 (en) 2001-07-09 2017-09-19 Henry K. Obermeyer Water control apparatus
US10370813B2 (en) 2001-07-09 2019-08-06 Henry K. Obermeyer Water control apparatus
CN113190053A (en) * 2021-05-13 2021-07-30 黄河水利委员会黄河水利科学研究院 Dam front water level control system and control device for reservoir physical model

Also Published As

Publication number Publication date
JPH0375686B2 (en) 1991-12-03

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