JPS6227202B2 - - Google Patents

Info

Publication number
JPS6227202B2
JPS6227202B2 JP58190083A JP19008383A JPS6227202B2 JP S6227202 B2 JPS6227202 B2 JP S6227202B2 JP 58190083 A JP58190083 A JP 58190083A JP 19008383 A JP19008383 A JP 19008383A JP S6227202 B2 JPS6227202 B2 JP S6227202B2
Authority
JP
Japan
Prior art keywords
drain
weir
box
pipe
supply
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
JP58190083A
Other languages
Japanese (ja)
Other versions
JPS6080615A (en
Inventor
Haruhiko Matsuoka
Ichiro Maruyama
Yoshiomi Tsuji
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.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries 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 Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP58190083A priority Critical patent/JPS6080615A/en
Priority to KR1019840004543A priority patent/KR900000216B1/en
Publication of JPS6080615A publication Critical patent/JPS6080615A/en
Publication of JPS6227202B2 publication Critical patent/JPS6227202B2/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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Barrages (AREA)
  • Feeding, Discharge, Calcimining, Fusing, And Gas-Generation Devices (AREA)

Description

【発明の詳細な説明】 (技術分野) 本発明は可撓性膜製起伏堰詳しくは改良された
ドレイン排出装置をもつた空気膨張式可撓性膜製
起伏堰に関するものである。
TECHNICAL FIELD The present invention relates to a flexible membrane undulating weir and, more particularly, to an air-inflatable flexible membrane undulating weir with an improved drain discharge device.

(従来技術とその問題点) 可撓性膜製起伏堰は堰体を形成する可撓性膜
(例えばゴム引布)製包被(袋状体)を少なくと
も河床部に河川を横断する方向に取付け、包被内
部に連通する注排気(水)管から空気または水等
の膨張媒体たる流体を送り膨張起立させ、また包
被内部から流体を排出し収縮倒伏させるようにし
たものである(例えば特公昭40−11702号、特公
昭44−2371号公報参照)。
(Prior art and its problems) An undulating weir made of a flexible membrane has a covering (bag-like body) made of a flexible membrane (for example, rubber-coated cloth) that forms the weir body at least in the river bed in the direction across the river. After installation, a fluid as an expansion medium such as air or water is sent from an inlet/exhaust (water) pipe that communicates with the inside of the envelope to cause the product to expand and stand up, and the fluid is discharged from the inside of the envelope to cause the product to contract and collapse (e.g. (Refer to Special Publication No. 11702/1970 and Publication No. 2371/1971).

可撓性膜製起伏堰は、堰内にドレインが溜ま
り、給排気管を満たせば、このドレインを排除し
なければ堰内空気を排出できず、洪水の疎通を妨
げることになる。この為従来のものも、ドレイン
抜き装置をもち、これらは以下のような二種に大
別できる。
In a flexible membrane undulating weir, if drain accumulates inside the weir and fills the supply and exhaust pipes, the air inside the weir cannot be discharged unless this drain is removed, which impedes the flow of flood water. For this reason, conventional devices also have drain removal devices, and these can be roughly divided into the following two types.

A 河床下水平配管方式 A方式は第1図に示すように給排気管10を河
床下で堰体1と接続し、その管は水平に堤防等を
横切り、操作室17下部に出て来るものである。
操作は操作室内のバルブ18を開けると堰体内空
気と同時に堰体内ドレインも排出できるものであ
る。
A Under-riverbed horizontal piping method In method A, as shown in Figure 1, the supply and exhaust pipe 10 is connected to the weir body 1 under the riverbed, and the pipe crosses the embankment horizontally and comes out at the bottom of the control room 17. It is.
The operation is such that when the valve 18 in the operation chamber is opened, the air inside the weir and the drain inside the weir can be discharged at the same time.

A方式は、操作室内での操作によりドレインの
排出が可能のため任意に堰体内ドレインを排除す
ることができる。またバケツト機構19等の倒伏
装置とバルブ18を連動しておけば、堰体の倒伏
と同時に堰体内ドレインを排除でき、ドレインに
より堰体1の倒伏が妨げられることはない。
In method A, the drain can be discharged by operating inside the operation room, so the drain inside the weir can be arbitrarily removed. Furthermore, if the valve 18 is linked to a lodging device such as the bucket mechanism 19, the drain inside the weir can be removed at the same time as the weir body is collapsed, and the drain does not interfere with the lodging of the weir body 1.

上記のように機能的な長所をもつこの方式も配
管を堤防の下を通すことおよび操作室を深くしな
ければならなく、堤防20の強度、保護の面およ
び施工の経済性の面から不利であつた。
Although this method has functional advantages as described above, it requires the pipes to pass under the embankment and the control room must be made deep, which is disadvantageous in terms of the strength and protection of the embankment 20 and the economical efficiency of construction. It was hot.

なお第1図中21は上流水位検知管、22は過
圧防止管、23は水封管である。
In FIG. 1, 21 is an upstream water level detection tube, 22 is an overpressure prevention tube, and 23 is a water seal tube.

B 河道内ドレイン排除方式 B方式は第2図に示すように給排気管10とは
別個にドレイン抜き配管24をもち、その排出口
はバルブ25を有し河道内にある。操作は出水が
ない場合、河道内にはいりバルブ25を開け堰体
内1ドレインを排除するものである。
B. Drain removal method in a river channel As shown in FIG. 2, the B method has a drain removal pipe 24 separate from the supply/exhaust pipe 10, and its discharge port has a valve 25 and is located in the river channel. The operation is to enter the river channel and open the valve 25 to remove the drain inside the weir when there is no water flowing out.

この為給排気管10はドレイン抜き配管24と
別個に設置でき図示するように法面に沿つて通し
操作室も地下深く掘る必要はなく経済的である。
For this reason, the supply/exhaust pipe 10 can be installed separately from the drain pipe 24, and as shown in the figure, there is no need to run the operation room along the slope and dig deep underground, which is economical.

しかしながらドレイン排出口が河道内にあり洪
水時等にはドレイン排除の操作ができず、堰体が
完全に倒伏しない場合も考えられる。
However, since the drain outlet is located in the river channel, drain removal cannot be performed during floods, and there may be cases where the weir body does not completely collapse.

なお第2図中26は排気バルブ、27は逆止弁
である。
In FIG. 2, 26 is an exhaust valve, and 27 is a check valve.

(発明の構成) 上記に鑑み本発明はこれら問題点を解消するた
め開発されたものである。即ち本発明の可撓性膜
製起伏堰は、堰体又はその給排気管につながるド
レイン溜用ボツクスと、加圧装置と、加圧装置を
ドレイン溜用ボツクスにつなぐ給気管と、ドレイ
ン溜用ボツクスより出る排出管を備え、加圧装置
によりドレイン溜用ボツクス内の圧力を高めドレ
インをドレイン排出管を通して排除することがで
きるドレイン抜き装置をもつことを特徴とするも
のである。
(Structure of the Invention) In view of the above, the present invention has been developed to solve these problems. That is, the flexible membrane undulating weir of the present invention includes a drain box that connects to the weir body or its supply and exhaust pipe, a pressurizing device, an air supply pipe that connects the pressurizing device to the drain box, and a drain box that connects the pressurizing device to the drain box. The present invention is characterized by having a drain pipe which exits from the box, and a drain removal device which can increase the pressure in the drain reservoir box using a pressurizing device and remove the drain through the drain discharge pipe.

以下本発明を例示の図面に就いて詳細に説明す
る。本発明の可撓性膜製起伏堰を第3図に例示し
ている。第3図中1は包被の形成する堰体、10
は給排気管、13は送風機、14は法面、11及
び12は手動弁であり、これは従来の可撓性膜製
起伏堰と同様である。
The invention will now be explained in detail with reference to the exemplary drawings. The flexible membrane undulating weir of the present invention is illustrated in FIG. In Fig. 3, 1 is a weir formed by the envelope, 10
13 is a supply and exhaust pipe, 13 is a blower, 14 is a slope, and 11 and 12 are manual valves, which are similar to the conventional flexible membrane undulating weir.

上記に於いて本発明ではドレイン溜用ボツクス
4及び加圧装置(コンプレツサー)9が設けられ
上記ボツクス4はドレイン溜用ボツクス接続管2
を以て前記給排気管10に接続されている、又ド
レイン排出管6を備えている。又上記加圧装置9
は給気管5を以て上記ボツクス4に接続されてい
る。なお3は逆止弁、7,8は手動弁、15は逆
止弁、16はドレイン排出口である。
In the above, in the present invention, a drain reservoir box 4 and a pressurizing device (compressor) 9 are provided, and the box 4 is connected to a drain reservoir box connecting pipe 2.
It is also provided with a drain discharge pipe 6, which is connected to the supply/exhaust pipe 10 with a drain pipe 6. Moreover, the above-mentioned pressurizing device 9
is connected to the box 4 through an air supply pipe 5. Note that 3 is a check valve, 7 and 8 are manual valves, 15 is a check valve, and 16 is a drain outlet.

以下にこの装置の操作手順を示し、この装置の
機構をより理解されるものとする。
The operating procedure of this device will be shown below to help you better understand the mechanism of this device.

イ 堰体内ドレインは河床の給配気管10とドレ
イン溜用ボツクス接続管2を通り、ドレイン溜
用ボツクス4に貯る。
B. The drain inside the weir passes through the air supply pipe 10 on the river bed and the drain storage box connection pipe 2, and is stored in the drain storage box 4.

ロ ドレイン溜用ボツクス4内のドレインの排除
過程は バルブ7,8を開ける。
(b) To remove the drain from the drain reservoir box 4, open the valves 7 and 8.

加圧装置(コンプレツサー)9を作動させ
る。
The pressurizing device (compressor) 9 is activated.

加圧空気は、給気管5をとおりドレイン溜
用ボツクス4の圧力を高くする。
The pressurized air passes through the air supply pipe 5 and increases the pressure in the drain reservoir box 4.

ロのの圧力によりドレイン溜用ボツクス
4内の水がおされドレイン排出管6を通し排
出口16より排除される。
The water in the drain box 4 is pushed down by the pressure of B and is discharged through the drain outlet 16 through the drain outlet pipe 6.

ハ ドレイン排除完了後は バルブ7,8を閉じる。C After drain removal is completed Close valves 7 and 8.

加圧装置(コンプレツサー)9をとめる。 Stop the pressurizing device (compressor) 9.

なお前記本発明に於いて次のようにしてもよ
い。
Note that the present invention may be implemented as follows.

ドレイン溜用ボツクス4は接続管2を以て給排
気管10に接続したが堰体に接続しても勿論よ
い。
Although the drain reservoir box 4 is connected to the supply/exhaust pipe 10 through the connecting pipe 2, it may of course be connected to a weir body.

又本発明に於いて通常次のようにする。 Further, in the present invention, the following procedure is generally performed.

ドレイン溜用ボツクスと堰体あるいは給排気管
との接続管に逆止弁3をもうけ、ドレイン溜用ボ
ツクスから堰体側への流体の移動を防止する。
A check valve 3 is provided in the connecting pipe between the drain reservoir box and the weir body or the supply/exhaust pipe to prevent fluid from moving from the drain reservoir box to the weir body side.

或いは又ドレイン排出管下部に逆止弁あるいは
絞り管をもうけドレイン溜用ボツクス内の流体の
堰体内への移動を防止し、堰の設計内圧より高い
圧力でドレインを排出できるようにする。又上記
に於いてドレイン抜き装置が、加圧装置の最大使
用圧力をドレイン排出口とドレイン溜用ボツクス
のヘツド差以上とする。
Alternatively, a check valve or a throttle pipe is provided at the bottom of the drain discharge pipe to prevent the fluid in the drain reservoir box from moving into the weir, thereby allowing the drain to be discharged at a pressure higher than the designed internal pressure of the weir. Further, in the above, the drain removal device makes the maximum operating pressure of the pressurizing device equal to or higher than the head difference between the drain outlet and the drain storage box.

或いは又ドレイン溜用ボツクスの容積を排出管
の内容積より大きくする。
Alternatively, the volume of the drain box is made larger than the internal volume of the discharge pipe.

或いは又排出管をドレイン溜用ボツクス底部へ
堰体又はその給排気管とドレイン溜用ボツクスと
を結ぶドレイン溜用ボツクス接続管をドレイン溜
用ボツクス上部へ接続する。
Alternatively, the drain pipe is connected to the bottom of the drain box, and the drain box connecting pipe that connects the weir or its supply/exhaust pipe to the drain box is connected to the top of the drain box.

(発明の効果) 上記の通り本発明はドレインを一個所に集め、
加圧空気によりそのドレインを押し上げ排除する
ことが出来る。この為以下の利点がある。
(Effect of the invention) As mentioned above, the present invention collects the drains in one place,
The drain can be pushed up and removed by pressurized air. This has the following advantages.

ドレイン排出管を従来のもののように河床か
ら水平に設置する必要がなく操作室工事、堤防
下工事による堤防強度の心配がなくなること、
および工事費が安価になる。
There is no need to install the drain discharge pipe horizontally from the river bed like in the past, and there is no need to worry about the strength of the embankment due to construction in the control room or under the embankment.
and construction costs will be lower.

河道内にドレイン排出管を設置する必要がな
く、必要な時はいつでもドレイン排出ができ
る。出水や洪水時のドレイン排出も可能であり
堰体を完全倒伏させ洪水の疎通を妨げない。
There is no need to install a drain discharge pipe in the river channel, and drain can be discharged whenever necessary. It is also possible to discharge drains during outflows and floods, and the weir body can be completely collapsed so that it does not impede flood water flow.

給排気管とドレイン抜き用の給気管、ドレイ
ン排出管を別個にし、いずれも法面に沿つて設
置可能であり、敷設の工事費が安価である。
The supply/exhaust pipe, the air supply pipe for drain removal, and the drain discharge pipe are separate, and all can be installed along the slope, resulting in low construction costs.

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

第1図及び第2図a,bは共に従来のドレイン
抜き装置をもつ可撓性膜製起伏堰の説明図を例示
している。なお第2図中図bは図aのY―Y断面
図である。第3図は本発明の可撓性膜製起伏堰の
説明図を例示している。 1……可撓性膜製起伏堰の包被の形成する堰
体、2……ドレイン溜用ボツクス接続管、3……
逆止弁、4……ドレイン溜用ボツクス、5……給
気管、6……ドレイン排出管、7,8,11,1
2……手動弁、9……コンプレツサー、10……
給排気管、13……送風機、14……法面、15
……逆止弁、16……ドレイン排出口、17……
操作室。
Figures 1 and 2a and 2b both illustrate illustrations of a flexible membrane undulating weir with a conventional drain removal device. Note that the diagram b in FIG. 2 is a YY cross-sectional view of the diagram a. FIG. 3 illustrates an explanatory view of the flexible membrane undulating weir of the present invention. 1... Weir body formed by the envelope of the flexible membrane undulating weir, 2... Drain reservoir box connection pipe, 3...
Check valve, 4... Drain reservoir box, 5... Air supply pipe, 6... Drain discharge pipe, 7, 8, 11, 1
2...Manual valve, 9...Compressor, 10...
Supply and exhaust pipe, 13...Blower, 14...Slope, 15
...Check valve, 16...Drain outlet, 17...
Control room.

Claims (1)

【特許請求の範囲】 1 堰体又はその給排気管につながるドレイン溜
用ボツクスと、加圧装置と、加圧装置をドレイン
溜用ボツクスにつなぐ給気管と、ドレイン溜用ボ
ツクスより出る排出管を備え、加圧装置によりド
レイン溜用ボツクス内の圧力を高めドレインをド
レイン排出管を通して排除することができるドレ
ン抜き装置をもつことを特徴とする可撓性膜製起
伏堰。 2 ドレン抜き装置の堰体又はその給排気管につ
ながるドレイン溜用ボツクスが、堰体の河床部又
は河床下給排気管とつながるドレイン溜用ボツク
スである特許請求の範囲第1項記載の可撓性膜製
起伏堰。 3 ドレン抜き装置が、ドレイン溜用ボツクスと
堰体あるいは給排気管との接続管に逆止弁あるい
は絞り管をもうけ、ドレイン溜用ボツクス内の流
体の堰体内への移動を防止し、堰の設計内圧より
高い圧力でドレインを排出できるものである特許
請求の範囲第1項記載の可撓性膜製起伏堰。 4 ドレイン抜き装置が、ドレイン排出管下部に
逆止弁をもうけ排出管からドレイン溜用ボツクス
内への流体の移動を防止したものである特許請求
の範囲第1項記載の可撓性膜製起伏堰。 5 ドレイン抜き装置が、加圧装置の最大使用圧
力をドレイン排出口とドレイン溜用ボツクスのヘ
ツド差以上としたものである特許請求の範囲第4
項記載の可撓性膜製起伏堰。 6 ドレイン抜き装置が、ドレイン溜用ボツクス
の容積を排出管の内容積より大きくしたものであ
る特許請求の範囲第1項記載の可撓性膜製起伏
堰。 7 ドレイン抜き装置が、排出管をドレイン溜用
ボツクス底部へ堰体又はその給排気管とドレイン
溜用ボツクスとを結ぶドレイン溜用ボツクス接続
管をドレイン溜用ボツクス上部へ接続したもので
ある特許請求の範囲第1項記載の可撓性膜製起伏
堰。
[Scope of Claims] 1. A drain box that connects to the weir or its supply and exhaust pipe, a pressurizing device, an air supply pipe that connects the pressurizing device to the drain box, and a discharge pipe that exits from the drain box. What is claimed is: 1. An undulating weir made of a flexible membrane, characterized in that it has a drain removal device capable of increasing the pressure in a drain storage box using a pressurizing device and discharging drain through a drain discharge pipe. 2. The flexible device according to claim 1, wherein the drain reservoir box connected to the weir body of the drain removal device or its supply/exhaust pipe is a drain reservoir box connected to the river bed portion of the weir body or the under-river bed supply/exhaust pipe. An undulating weir made of membrane. 3. The drain removal device is provided with a check valve or a throttle pipe in the connection pipe between the drain storage box and the weir body or the supply/exhaust pipe to prevent the fluid in the drain storage box from moving into the weir body, and to prevent the weir from moving into the weir body. The flexible membrane undulating weir according to claim 1, which is capable of discharging drain at a pressure higher than the designed internal pressure. 4. The flexible membrane undulation according to claim 1, wherein the drain removal device is provided with a check valve at the bottom of the drain discharge pipe to prevent fluid from moving from the discharge pipe into the drain reservoir box. Weir. 5. Claim 4, wherein the drain removal device is such that the maximum operating pressure of the pressurizing device is greater than or equal to the head difference between the drain outlet and the drain reservoir box.
The undulating weir made of flexible membrane as described in Section 1. 6. The flexible membrane undulating weir according to claim 1, wherein the drain removal device has a drain storage box with a volume larger than the internal volume of the discharge pipe. 7. A patent claim in which the drain removal device connects a drain pipe to the bottom of the drain box and a drain box connecting pipe connecting the weir body or its supply/exhaust pipe to the drain box to the top of the drain box. The flexible membrane undulating weir according to item 1.
JP58190083A 1983-10-12 1983-10-12 Flexible film rising and falling dam Granted JPS6080615A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP58190083A JPS6080615A (en) 1983-10-12 1983-10-12 Flexible film rising and falling dam
KR1019840004543A KR900000216B1 (en) 1983-10-12 1984-07-31 Tubular gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58190083A JPS6080615A (en) 1983-10-12 1983-10-12 Flexible film rising and falling dam

Publications (2)

Publication Number Publication Date
JPS6080615A JPS6080615A (en) 1985-05-08
JPS6227202B2 true JPS6227202B2 (en) 1987-06-12

Family

ID=16252080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58190083A Granted JPS6080615A (en) 1983-10-12 1983-10-12 Flexible film rising and falling dam

Country Status (2)

Country Link
JP (1) JPS6080615A (en)
KR (1) KR900000216B1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10087798B2 (en) 2012-02-27 2018-10-02 Nabtesco Automotive Corporation Oil separator
CN104271949B (en) 2012-02-27 2016-08-24 纳薄特斯克汽车零部件有限公司 oil separator
CN104349829B (en) 2012-05-10 2016-02-17 纳薄特斯克汽车零部件有限公司 oil separator
JP6211300B2 (en) * 2012-10-31 2017-10-11 ナブテスコオートモーティブ株式会社 Oil separator
IN2014MN02671A (en) 2012-07-02 2015-08-28 Nabtesco Automotive Corp

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5943522U (en) * 1982-09-17 1984-03-22 株式会社ブリヂストン flexible membrane weir

Also Published As

Publication number Publication date
JPS6080615A (en) 1985-05-08
KR900000216B1 (en) 1990-01-23
KR850003746A (en) 1985-06-26

Similar Documents

Publication Publication Date Title
US4925375A (en) Device for automatic circulation in a waste water pump station
JPS6080615A (en) Flexible film rising and falling dam
US5875813A (en) Automatic back water valve system
JPS60188510A (en) Flexible membrane undulating weir
JPH08246545A (en) Method of cleaning inside of duct
CN208816813U (en) A kind of waterproof plektron buffering exhaust valve
JPS604325B2 (en) Flexible membrane movable weir
KR200338307Y1 (en) Rubber gate for pipe line
CN219345593U (en) Buoyancy-driven low-pressure gas waterproof check valve
JPS6220493Y2 (en)
JPS5869911A (en) Flexible film dam
KR910000225Y1 (en) Fluid inflatable rubber dam
JPS62278383A (en) Bag valve device for water tube
JPS5912269Y2 (en) Parent-child sector gate
US6131595A (en) Automatic back water valve system
JPS6012487B2 (en) Flexible membrane water stop weir
JPS627693Y2 (en)
JP2853514B2 (en) Exhaust equipment such as fire hydrants
KR860000325B1 (en) Collapsible rubber dam
JPS5834612B2 (en) Water change method for rivers, dams, etc.
JPH0128137Y2 (en)
JP3494936B2 (en) Ball check valve for manhole pump system for sewage
JPS5842532Y2 (en) Antifreeze faucet with backflow prevention valve
JPH1182400A (en) Water supply device and submersible pump
JPS5845340Y2 (en) Backflow prevention type intake water drain valve