JPH0340165B2 - - Google Patents

Info

Publication number
JPH0340165B2
JPH0340165B2 JP15161782A JP15161782A JPH0340165B2 JP H0340165 B2 JPH0340165 B2 JP H0340165B2 JP 15161782 A JP15161782 A JP 15161782A JP 15161782 A JP15161782 A JP 15161782A JP H0340165 B2 JPH0340165 B2 JP H0340165B2
Authority
JP
Japan
Prior art keywords
pipe
weir
air
siphon
valve
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
Application number
JP15161782A
Other languages
Japanese (ja)
Other versions
JPS5941506A (en
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 filed Critical
Priority to JP15161782A priority Critical patent/JPS5941506A/en
Publication of JPS5941506A publication Critical patent/JPS5941506A/en
Publication of JPH0340165B2 publication Critical patent/JPH0340165B2/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)

Description

【発明の詳細な説明】 本発明は、可撓性材質からなる袋状の堰を、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 relates to a weir levitation device that lowers and raises a bag-shaped weir made of a flexible material by letting air in and out.

従来、この種の堰の起伏装置としては、バケツ
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、バケツトタイプもフロートタイプ
も共に河川の水を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つた。また、起立時、バケ
ツト、フロートおよび起立制御装置も起立準備に
リセツトしなければならないという煩雑さがあつ
た。また、倒伏機構に機械的な作動があるため、
錆等により倒伏しない危険があつた。
Conventionally, this type of weir undulation device includes a bucket type and a float type. However, both the bucket type and the float type have the problem of introducing river water into the operation room, which requires civil engineering work on the lower part of the float room, which increases construction costs. Furthermore, when standing up, the bucket, float, and standing control device must also be reset to stand-up preparation, which is complicated. In addition, since the lodging mechanism has mechanical operation,
There was a danger that it would not collapse due to rust etc.

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入管を設置
することを不要として土木工事の容易さと、その
費用の大幅な低減とを図り、また、堰の起立の
際、倒伏機構および余剰空気圧のリセツトを不要
として起立操作の簡略化を図り、さらには、機械
的な堰の倒伏機構を不要として錆等による動作不
良の防止を図つた堰の起伏装置を提供することを
目的とするものである。
The present invention has been made in view of the above-mentioned problems, and aims to simplify civil engineering work and significantly reduce costs by eliminating the need to install an introduction pipe for water level detection in the operation room. , when raising the weir, the raising operation is simplified by eliminating the need for a lodging mechanism and surplus air pressure reset, and the weir also eliminates the need for a mechanical weir lodging mechanism to prevent malfunctions due to rust, etc. The object of the present invention is to provide a levitation device.

この目的を達成するため、本発明の堰の起伏装
置の構成は、可撓性材質からなる袋状の堰に、逆
止バルブおよび手動倒伏バルブを有する送気管を
介して空気を圧送する送風機と、上流側流水には
欠口堰を介して、また、上流側流水にはサイフオ
ン管およびサイフオンブレーカーを介して連通す
る操作装置ピツトと、前記欠口堰の内部の下方に
伸びて先端が開口し、かつ、バルブを介して前記
送気管に連通する余剰空気排気管と、該余剰空気
排気管に連通して下方部位が前記操作装置ピツト
内に伸びて、かつ、U字状をなす排気管と、下方
部位が前記排気管の下端部に連通し、かつ、上方
部位が前記サイフオン管に連通している負圧管に
連通し、しかも、下方部位がU字状をなす連通管
を有する封水管と、からなることを特徴としてい
る。
To achieve this objective, the structure of the weir undulation device of the present invention includes a blower that pumps air through an air pipe having a check valve and a manual lodging valve to a bag-shaped weir made of a flexible material. , an operating device pit which communicates with the upstream flowing water through a notched weir, and communicates with the upstream flowing water via a siphon pipe and a siphon breaker, and an operating device pit which extends downward inside the notched weir and has an open end. and a surplus air exhaust pipe communicating with the air supply pipe via a valve, and an exhaust pipe communicating with the surplus air exhaust pipe having a lower portion extending into the operating device pit and forming a U-shape. and a water sealing pipe having a lower part communicating with the lower end of the exhaust pipe, an upper part communicating with the negative pressure pipe communicating with the siphon pipe, and a lower part having a U-shaped communication pipe. It is characterized by the following.

以下、本発明の一実施例を図に基づいて説明す
る。
Hereinafter, one embodiment of the present invention will be described based on the drawings.

第1図および第2図において、1は可撓性材質
からなる袋状の堰で、2は操作小屋、3は法面4
に取付けられた操作装置ピツトである。5は逆止
バルブ6および手動倒伏バルブ7を有する送気管
8を介して堰1に空気を圧送する送風機であり、
9は送風機5の駆動源である。ここで、送風機
5、逆止バルブ6、手動倒伏バルブ7、駆動源9
は操作小屋2内に設置されている。操作装置ピツ
ト3は上流側流水Aには欠口堰10を介して、ま
た、上流側流水Bにはサイフオン管11およびサ
イフオンブレーカー18を介してそれぞれに連通
している。12は欠口堰10内を下方に伸びて先
端部12aが開口し、また、上方部位はバルブ1
3を介して送気管8に連通する余剰空気排気管で
あり、14は該余剰空気排気管12に連通して操
作装置ピツト3内を下方に伸び、かつ、下方部位
がU字状をなす排気管である。この排気管14の
分岐部14aは先端部12aより若干低く位置し
ている。15は下方部位が前記排気管14の下端
部に連通し、また上方部位が前記サイフオン管1
1に連通してなる負圧管16に連通し、且つ、下
方部位がU字状をなしてなる連通管17を有する
封水管であり、18はサイフオン管11の下流側
に設けられた前述したサイフオンブレーカーであ
る。なお、排気管14の開口部14b、連通管1
7の開口端17a、欠口堰10の欠口10aなど
は作用上から所定の高さ位置に設けられている。
また、19は河床を、20は堰1を保持するクラ
ンプ装置をそれぞれ示しており、aは起伏水位、
bは貯水位、cは起立水位を示している。
In Figures 1 and 2, 1 is a bag-shaped weir made of flexible material, 2 is an operation shed, and 3 is a slope 4.
This is the operating device pit attached to the Reference numeral 5 denotes a blower that forcefully sends air to the weir 1 via an air pipe 8 having a check valve 6 and a manual collapse valve 7;
9 is a driving source for the blower 5. Here, a blower 5, a check valve 6, a manual collapse valve 7, a drive source 9
is installed in the operation shed 2. The operating device pit 3 communicates with the upstream flowing water A through a cut weir 10 and with the upstream flowing water B through a siphon pipe 11 and a siphon breaker 18, respectively. 12 extends downward within the weir 10 and has an open tip 12a, and the upper part is the valve 1.
A surplus air exhaust pipe 14 communicates with the air supply pipe 8 via 3, and an exhaust pipe 14 communicates with the surplus air exhaust pipe 12 and extends downward inside the operating device pit 3, and whose lower part is U-shaped. It's a tube. The branch portion 14a of this exhaust pipe 14 is located slightly lower than the tip portion 12a. 15 has a lower part communicating with the lower end of the exhaust pipe 14 and an upper part communicating with the siphon pipe 1.
1 is a water-sealing pipe having a communication pipe 17 which is connected to a negative pressure pipe 16 connected to the siphon pipe 16 and whose lower part is formed into a U-shape. It is an on-breaker. Note that the opening 14b of the exhaust pipe 14, the communication pipe 1
The opening end 17a of the weir 7, the notch 10a of the notch weir 10, etc. are provided at a predetermined height position from the viewpoint of operation.
In addition, 19 indicates the riverbed, 20 indicates a clamp device that holds the weir 1, and a indicates the undulating water level;
b indicates the storage water level, and c indicates the standing water level.

次に、第3図ないし第10図をも用いて作用を
説明する。
Next, the operation will be explained using FIGS. 3 to 10.

第3図は貯水時の流水状態を示しているが、逆
止バルブ6および手動倒伏バルブ7は閉となつて
おり、バルブ13は開となつている。この貯水時
にて堰1を手動倒伏させる場合は、前記状態から
手動倒伏バルブ7を開とすれば、堰1内の空気は
自然圧にて排出され、堰1は起伏する。
FIG. 3 shows the state of water flow during water storage, with the check valve 6 and manual collapse valve 7 closed, and the valve 13 open. When the weir 1 is to be manually lowered during water storage, if the manual lowering valve 7 is opened from the above state, the air within the weir 1 is discharged under natural pressure, and the weir 1 is raised and lowered.

第3図の水位から、第4図に示す如く倒伏水位
aとなると、サイフオン管11から越流が行なわ
れ、サイフオン管11内の空気は気泡となつて排
出される。このとき、サイフオン管11への空気
の供給はサイフオンブレーカー18を通じて行わ
れる。
When the water level in FIG. 3 reaches the collapsed water level a as shown in FIG. 4, overflow occurs from the siphon tube 11, and the air in the siphon tube 11 is discharged in the form of bubbles. At this time, air is supplied to the siphon tube 11 through the siphon breaker 18.

第5図に示す如くサイフオンブレーカー18が
大気から遮断されるとサイフオン管11のサイフ
オン作用により、操作装置ピツト3内の水を低水
位の下流側に排出する。
As shown in FIG. 5, when the siphon breaker 18 is cut off from the atmosphere, the siphon action of the siphon pipe 11 causes the water in the operating device pit 3 to be discharged to the downstream side at a low water level.

そして、操作装置ピツト3内の水の排出によ
り、排気管14の開口部14bが大気に通じ、ま
た、連通管17のサイフオン作用で排気管14内
の水が排出されると、該排気管14の水圧よりも
堰1内の空気圧が大きくなり排気管14から堰1
内の空気が排出される。すなわち、堰1は自動倒
伏する(第6図参照)。
When the water in the operating device pit 3 is discharged, the opening 14b of the exhaust pipe 14 communicates with the atmosphere, and when the water in the exhaust pipe 14 is discharged by the siphon action of the communication pipe 17, the exhaust pipe 14 The air pressure inside the weir 1 is greater than the water pressure in the weir 1, and the air pressure inside the weir 1 is
The air inside is exhausted. That is, the weir 1 automatically collapses (see FIG. 6).

そして、第7図に示す如く、堰1内の空気が全
部排出し、さらに、上流側の流水を下流側に流す
と、第8図に示す如く、起立水位cとなる。そう
すると、サイフオンブレーカー18が大気に通
じ、サイフオン管11によるサイフオン作用が停
止し、これと共に、封水管15内の水が落下して
排気管14を封水する。
Then, as shown in FIG. 7, when all the air in the weir 1 is discharged and the water on the upstream side is allowed to flow downstream, the standing water level becomes c as shown in FIG. 8. Then, the siphon breaker 18 communicates with the atmosphere, the siphon action by the siphon pipe 11 is stopped, and at the same time, the water in the water sealing pipe 15 falls to seal the exhaust pipe 14.

そして、手動倒伏バルブ7は全閉にして、逆止
バルブ6を全開にして送風機5を作動すると、送
気管8を介して堰1内に空気が圧送され、堰1は
起立する(第9図参照)。堰1の全起立後は逆止
バルブ6は全閉にし、送風機5の作動は止める。
その後は、第3図の貯水位の状態に戻る。
Then, when the manual lodging valve 7 is fully closed and the check valve 6 is fully opened to operate the blower 5, air is forced into the weir 1 through the air pipe 8, and the weir 1 is erected (Fig. 9). reference). After the weir 1 is fully erected, the check valve 6 is fully closed and the operation of the blower 5 is stopped.
After that, the water level returns to the water level shown in Figure 3.

なお、第10図は本発明に係るハイドログラフ
であるが、縦軸のQは流量を、横軸のTは時間を
それぞれ示している。また、Eは最大流量、Fは
倒伏流量、Gは起立流量をそれぞれ示しており、
Xは貯水時間、Yは完全倒伏時間、Zは起立およ
び貯水時間をそれぞれ示している。
In addition, although FIG. 10 is a hydrograph according to the present invention, Q on the vertical axis indicates flow rate, and T on the horizontal axis indicates time. In addition, E indicates the maximum flow rate, F indicates the lodging flow rate, and G indicates the upright flow rate.
X represents water storage time, Y represents complete lodging time, and Z represents standing and water storage time, respectively.

以上述べた如き本発明によれば、起立、倒伏の
操作が簡単で誤動作がなく、起立準備は自動的に
行なえ、機械的な作動がないので、錆等による作
動不良がなく、また、構造が簡単で土木工事費が
安価であり、さらには、本装置は法面に取付けら
れるなど、多くの効果を奏する全空気式の堰の倒
伏装置が提供できる。
According to the present invention as described above, the operation of raising and lowering is easy and there is no malfunction, the preparation for raising can be performed automatically, and there is no mechanical operation, so there is no malfunction due to rust etc., and the structure is It is possible to provide an all-pneumatic weir lodging device that is simple and requires low civil engineering work costs, and which has many effects, such as being able to be installed on slopes.

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

図は本発明の一実施例を示したもので、第1図
は本装置の取付け状態を示す概略図、第2図は本
装置の詳細図、第3図は貯水時の状態を示す詳細
図、第4図は倒伏時の状態を示す詳細図、第5図
は自動倒伏時の作用を説明するための詳細図、第
6図は同じく自動倒伏時の作用を説明するための
詳細図、第7図は完全倒伏時の状態を示す詳細
図、第8図は起立水位時の状態を示す詳細図、第
9図は起立時の作用を説明するための詳細図、第
10図は流量と時間との関係を示すハイドログラ
フである。 1……堰、3……操作装置ピツト、5……送風
機、6……逆止バルブ、7……手動倒伏バルブ、
8……送気管、10……欠口堰、11……サイフ
オン管、12……余剰空気排気管、13……バル
ブ、14……排気管、15……封水管、16……
負圧管、17……連通管、18……サイフオンブ
レーカー。
The figures show one embodiment of the present invention. Figure 1 is a schematic diagram showing the installed state of the device, Figure 2 is a detailed diagram of the device, and Figure 3 is a detailed diagram showing the state when water is stored. , FIG. 4 is a detailed diagram showing the state during lodging, FIG. 5 is a detailed diagram for explaining the action during automatic lodging, FIG. 6 is a detailed diagram for explaining the action during automatic lodging, and FIG. Figure 7 is a detailed diagram showing the state when completely collapsed, Figure 8 is a detailed diagram showing the state when the water level is upright, Figure 9 is a detailed diagram to explain the action when standing up, and Figure 10 is the flow rate and time. This is a hydrograph showing the relationship between 1... Weir, 3... Operating device pit, 5... Blower, 6... Check valve, 7... Manual lodging valve,
8... Air supply pipe, 10... Notch weir, 11... Siphon pipe, 12... Excess air exhaust pipe, 13... Valve, 14... Exhaust pipe, 15... Water sealing pipe, 16...
Negative pressure pipe, 17...Communication pipe, 18...Siph-on breaker.

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、逆止バルブ
および手動倒伏バルブを有する送気管を介して空
気を圧送する送風機と、上流側流水には欠口堰を
介して、また、下流側流水にはサイフオン管およ
びサイフオンブレーカーを介して連通する操作装
置ピツトと、前記欠口堰の内部の下方に伸びて先
端が開口し、かつ、バルブを介して前記送気管に
連通する余剰空気排気管と、該余剰空気排気管に
連通して下方部位が前記操作装置ピツト内に伸び
て、かつ、U字状をなす排気管と、下方部位が前
記排気管の下端部に連通し、かつ、上方部位が前
記サイフオン管に連通している負圧管に連通し、
しかも、下方部位がU字状をなす連通管を有する
封水管と、からなることを特徴とする堰の起伏装
置。
1. A blower that pumps air to a bag-shaped weir made of flexible material through an air pipe equipped with a check valve and a manual collapse valve, and a blower that pumps air through a weir on the upstream side and a weir on the downstream side. An operating device pit is connected to the running water via a siphon pipe and a siphon breaker, and an excess air exhaust is connected to the air supply pipe via a valve, which extends downward into the interior of the weir and has an open end. a pipe, a U-shaped exhaust pipe whose lower part communicates with the surplus air exhaust pipe and extends into the operating device pit, and whose lower part communicates with the lower end of the exhaust pipe, and an upper portion communicating with a negative pressure pipe communicating with the siphon pipe;
Moreover, the weir undulation device is characterized in that it consists of a water sealing pipe having a communicating pipe whose lower part is U-shaped.
JP15161782A 1982-08-31 1982-08-31 Rising and falling device for dam Granted JPS5941506A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15161782A JPS5941506A (en) 1982-08-31 1982-08-31 Rising and falling device for dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15161782A JPS5941506A (en) 1982-08-31 1982-08-31 Rising and falling device for dam

Publications (2)

Publication Number Publication Date
JPS5941506A JPS5941506A (en) 1984-03-07
JPH0340165B2 true JPH0340165B2 (en) 1991-06-18

Family

ID=15522450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15161782A Granted JPS5941506A (en) 1982-08-31 1982-08-31 Rising and falling device for dam

Country Status (1)

Country Link
JP (1) JPS5941506A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5127766A (en) * 1990-10-30 1992-07-07 Sumotomo Electric Industries, Ltd. Apparatus and method for controlling the inner pressure of an air bag in an air inflation/deflation weir made of flexible film
JP2001271328A (en) * 2000-03-28 2001-10-05 Bridgestone Corp Internal pressure regulating apparatus for flexible bag body, flexible film weir using the same, and internal pressure regulating method for the same
KR101066825B1 (en) 2001-07-09 2011-09-23 헨리 케이 오베르메이어 Water control gate and actuator therefore

Also Published As

Publication number Publication date
JPS5941506A (en) 1984-03-07

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