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JPS604325B2 - Flexible membrane movable weir - Google Patents
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JPS604325B2 - Flexible membrane movable weir - Google Patents

Flexible membrane movable weir

Info

Publication number
JPS604325B2
JPS604325B2 JP52147638A JP14763877A JPS604325B2 JP S604325 B2 JPS604325 B2 JP S604325B2 JP 52147638 A JP52147638 A JP 52147638A JP 14763877 A JP14763877 A JP 14763877A JP S604325 B2 JPS604325 B2 JP S604325B2
Authority
JP
Japan
Prior art keywords
water level
inverted
envelope
flexible membrane
weir
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
JP52147638A
Other languages
Japanese (ja)
Other versions
JPS5479928A (en
Inventor
義臣 辻
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 JP52147638A priority Critical patent/JPS604325B2/en
Priority to GB2227578A priority patent/GB1602335A/en
Publication of JPS5479928A publication Critical patent/JPS5479928A/en
Priority to JP7838281A priority patent/JPS5729721A/en
Priority to HK36782A priority patent/HK36782A/en
Priority to MY8300155A priority patent/MY8300155A/en
Publication of JPS604325B2 publication Critical patent/JPS604325B2/en
Expired 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)
  • Revetment (AREA)
  • Barrages (AREA)

Description

【発明の詳細な説明】 本発明は可嬢性膜製可動堰(空気又は水膨張式)詳しく
は倒伏機構を備える可擬性膜製可動堰に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a movable weir made of a flexible membrane (air or water expansion type), and more particularly to a movable weir made of a flexible membrane provided with a lodging mechanism.

近時かんがい用等に可榛I性膜製可動堰が用いられてい
るが、この堰は可榛性膜製例えばゴム引布製の包被(袋
状体)を少くとも河床部に河を横断する方向に取り付け
、包被内部に包被底部に菱適する注排気水管から空気又
は水を送り膨張させる様にしたものである(例えば特公
昭40一11702、特公昭44一2371参照)。
In recent years, movable weirs made of flexible membranes have been used for irrigation, etc., but these weirs are designed to cross the river at least on the river bed with a covering (bag-like body) made of flexible membranes, such as rubberized cloth. It is installed in the direction of the casing, and air or water is sent into the casing from an inlet/outlet water pipe located at the bottom of the casing to cause expansion (see, for example, Japanese Patent Publication No. 40-11702 and Japanese Patent Publication No. 44-2371).

この種可動堰に於いて例えば河川が出水した場合には可
動堰を倒伏させ下流側に水を流す必要がある。
With this type of movable weir, for example, when a river floods, it is necessary to collapse the movable weir to allow water to flow downstream.

この点に鑑み上記の可動堰の倒伏を自動的に且つ排気(
水)管の管径が大きい場合でも行える様にしたものが本
発明である。以下例示図面に就いて詳細に本発明を説明
する。
In view of this, the movable weir mentioned above should be automatically lowered and vented (
The present invention allows this to be carried out even when the diameter of the water pipe is large. The present invention will be explained in detail below with reference to the illustrative drawings.

空気膨張式可動堰を示す第1図中、1は可榛性の材料例
えばゴム引布でできた包被(袋状体)で、これが河川を
横断して河床コンクリート21に取り付けられており、
ブロアー19に運転しパイプライン8、2及びパイプ3
,4,5,(3,5は設けないこともある)を通じて包
被1内に送風して膨張(起立)させることが出来るよう
になっている。膨張後はバルブ26を閉じブロアー19
の運転を止める。なお22,23は河の法部、24,2
5は河の土手、20は操作室を示している。逆に包被1
を収縮(倒伏)させる場合はバルフ6を開放し包被1内
の空気を大気中に放出させることにより行うことが出来
るようになっている。
In FIG. 1 showing an air-inflatable movable weir, 1 is an envelope (bag-like body) made of a flexible material such as rubberized cloth, which is attached to the riverbed concrete 21 across the river.
Blower 19 is operated to connect pipelines 8, 2 and pipe 3.
, 4, 5, (3, 5 may not be provided) so that air can be blown into the envelope 1 to inflate (erect) it. After expansion, close the valve 26 and blower 19
stop driving. Note that 22 and 23 are river law sections, and 24 and 2
5 indicates the river bank, and 20 indicates the control room. On the contrary, envelope 1
When contracting (lodging down) the envelope 1, this can be done by opening the valve 6 and releasing the air inside the envelope 1 into the atmosphere.

なお安全装置として狂気のパイプライン8から枝分かれ
したパイプライン9をブローオフタンク10に導き先端
を開放しておく。フローオフタンク10‘こは水11が
溜めてあり、パイプライン9先端から水上面までの距離
を上流水位の設計圧力に相当せしめておく。このように
しておけば前記包被膨張浮気時等包彼へ設計圧力以上の
圧力がかかった場合はパイプライン9先端より空気が抜
けて包被の過圧による事故を防ぐようになっている。
As a safety device, a pipeline 9 branched from the crazy pipeline 8 is led to a blow-off tank 10 with its tip open. The flow-off tank 10' stores water 11, and the distance from the tip of the pipeline 9 to the water surface is made to correspond to the design pressure of the upstream water level. By doing this, if a pressure higher than the design pressure is applied to the envelope during the expansion of the envelope, air will escape from the tip of the pipeline 9, thereby preventing accidents due to overpressure of the envelope.

以上の様な可動堰に於いて本発明では特に下記のように
なされている。
In the movable weir as described above, the present invention is particularly designed as follows.

上流水位が自動倒伏水位29に達すると上流水位は上流
水位検知口30よりパイプライン18を通じて逆U字パ
イプ17に水位が伝わるようになっている。逆U字パイ
プ17の高さ29′は上流の自動倒伏水位29に相当せ
しめてある。即ちパイプ17の最高部の内側底面が自動
倒伏水位と等しくしてある。従って上流が増水し自動倒
伏水位を越えると逆U字状パイプより水が流れ出る。
When the upstream water level reaches the automatic collapse water level 29, the upstream water level is transmitted from the upstream water level detection port 30 to the inverted U-shaped pipe 17 through the pipeline 18. The height 29' of the inverted U-shaped pipe 17 is made to correspond to the automatic collapse water level 29 upstream. That is, the inner bottom surface of the highest part of the pipe 17 is made equal to the automatic collapse water level. Therefore, when the water rises upstream and exceeds the automatic collapse water level, water flows out from the inverted U-shaped pipe.

逆U字状パイプ17はフレキシブルホース15を介して
バケット14例えばステンレス製バケットに蓮通されて
おり、前記パイプ17から流れ出た水はバケット14に
入る。バケット14はこの水の重みで下降する。
The inverted U-shaped pipe 17 is passed through a bucket 14, for example, a stainless steel bucket, through a flexible hose 15, and water flowing out from the pipe 17 enters the bucket 14. The bucket 14 descends under the weight of this water.

このバケット14にはワイヤ例えばステンレスワイヤ1
3が結ばれており滑車12を介してレバー式バタフライ
バルブ6のレバー7を引きバルブ6を開く。このバケッ
トの水の重みによるものは排気管の管径が大きい場合の
バルブでも開くことが出来る。バルブ6が開かれると包
被1内の空気はパイプ3,4,5、パイプライン2、排
気管42を介して大気中に放出され包被1は完全収縮す
る。
This bucket 14 has a wire, for example, a stainless steel wire 1.
3 is tied together, and the lever 7 of the lever-type butterfly valve 6 is pulled through the pulley 12 to open the valve 6. Due to the weight of the water in the bucket, the valve can be opened even if the exhaust pipe has a large diameter. When the valve 6 is opened, the air in the envelope 1 is released into the atmosphere through the pipes 3, 4, 5, the pipeline 2, and the exhaust pipe 42, and the envelope 1 is completely deflated.

上記に於いてバケット14は図面に示す様に密閉型で空
気抜き兼用オ−バフロー防止バルブ27を備え、この空
気抜き兼用オーバーフロー防止バルフは第4図に示す如
くバケットに水が満たされるときバケット内の空気の逃
げ口と同時に水がバケットに満杯になった際オーバーフ
ローするのを防ぐ。16はバケットの排水バルブである
In the above, the bucket 14 is of a closed type, as shown in the drawing, and is equipped with an air vent and overflow prevention valve 27, and as shown in FIG. This also prevents water from overflowing when the bucket is full. 16 is a drain valve for the bucket.

なお前記バタフライバルブ6は第2図に示す如く、主体
部分はイ図の様にバルブ榛31を廻わすことによるバル
ブ体32が廻りパイプの通路を開閉出来るようになって
いる。
As shown in FIG. 2, the butterfly valve 6 has a main body which is configured so that a valve body 32 can open and close the passage of the rotating pipe by rotating a valve shank 31 as shown in FIG.

第2図中33は本体、34はシートリング、35,36
,37は○リングである。レバー部分は口図に示す通り
である。なお又28はドレッサーカップリングで第3図
に示す如く直径の大きいパイプの中に直径の4・さし、
パイプが挿入されて両者は気密取り付けされ得る様にな
っており、逆U字管の自動倒伏水位を加減出来る様にな
っている。
In Figure 2, 33 is the main body, 34 is the seat ring, 35, 36
, 37 is a circle. The lever part is as shown in the diagram. Furthermore, 28 is a dresser coupling, as shown in Figure 3, which has a diameter of 4mm inserted into a large diameter pipe.
A pipe is inserted so that the two can be installed airtight, and the automatic collapse water level of the inverted U-shaped pipe can be adjusted.

38は空気抜き管、39は上流水位検知器例えば透明塩
化ビニル管である。
38 is an air vent pipe, and 39 is an upstream water level detector, such as a transparent vinyl chloride pipe.

第5図は水膨張式の場合の前記自動倒伏機構を用いた本
発明の例である。
FIG. 5 is an example of the present invention using the above-mentioned automatic lodging mechanism in the case of a water-inflatable type.

第5図は第1図の空気膨張式の場合と下記の点が異り他
は同様である。なお第1図と同一符号は同一部位を示し
ている。40はポンプを示し、これにより水がパイプラ
イン8,2及びパイプ4を通じて包被1に水を送り膨張
(起立)させることが出来るようになっている。
FIG. 5 is the same as the air expansion type shown in FIG. 1 except for the following points. Note that the same symbols as in FIG. 1 indicate the same parts. Reference numeral 40 denotes a pump, which allows water to be sent to the envelope 1 through the pipelines 8, 2 and the pipe 4 to cause it to expand (erect).

又安定装置としてバイパス管41が逆U字状にバルブ6
をはさんで(バルブを通らず)に排水管42′に設けて
あり、この逆U宇賀の高さが上流水位の設計圧力に相当
する高さになっていて、この圧力を越えると排水管から
排出するようになつている。以上の様な本発明に於いて
は上流水位が自動倒伏水位を越えると水位検知管を介し
てそれを検知し、この検知と連動して排気(水)管より
包被内部の流体(空気又は水)を放出し包彼の収縮(倒
伏)が自動的に行える利点を有している。
Also, as a stabilizing device, the bypass pipe 41 is connected to the valve 6 in an inverted U shape.
(without passing through a valve) in the drain pipe 42', and the height of this inverted Uga corresponds to the design pressure of the upstream water level, and if this pressure is exceeded, the drain pipe It is designed to be discharged from In the present invention as described above, when the upstream water level exceeds the automatic collapse water level, it is detected via the water level detection tube, and in conjunction with this detection, the fluid (air or It has the advantage that it releases water (water) and deflates (lodges) the capsule automatically.

そしてそれは排気(水)管の管径が大きい場合でも行え
る。更に本発明に於いてはバケットに空気抜き兼用オー
バーフロー防止バルブを備えているから上流の水が限り
なくバケットに流入して溢れ出して水浸し‘こなること
を防いでいる。
This can be done even when the diameter of the exhaust (water) pipe is large. Furthermore, in the present invention, since the bucket is equipped with an overflow prevention valve that also serves as an air vent, it is possible to prevent the upstream water from flowing into the bucket without limit and overflowing to cause flooding.

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

第1図は空気膨張式の場合に於ける本発明の可榛・性膜
製可動堰の説明用正面図、第2図は第1図に使用したバ
タフライバルブの斜視図で図イは主体部分、図口はしバ
ー部分、第3図は第1図に於けるドレッサーカップリン
グ部分附近の拡大図、第4図は第1図に於ける空気抜き
兼用オーバーフロー防止バルブ部分附近の拡大図を夫々
例示している。 第5図は水膨張式の場合に於ける第1図と同機な自動倒
伏機構を用いた本発明の可榛I性膜製可動堰の説明用正
面図を例示している。1・・・包被、2…パイプライン
、3,4,5・・・パイプ、6…バタフライバルブ、7
…レバー、8,9…パイプライン、10…フローオフタ
ンク、11・・・水、12・・・滑車、13・・・ワイ
ヤ、14・・・バケット、15・・・フレシキブルホー
ス、16・・・排水バルブ、17…逆U字パイプ、18
…パイプライン、19・・・ブロアー、20・・・操作
室、21・・・河床コンクリート、26・・・バルブ、
27・・・空気抜き兼用オーバーフロー防止バルブ、2
8・・・ドレッサーカップリング、29・・・自動倒伏
水位、29′・・・逆U字パイプ17の高さ、30・・
・上流水位検知口、38・・・空気抜き管、39・・・
上流水位検知器、40・・・ポンプ、41・・・バイパ
ス管、42…排気管、42′・・・排水管。 カー図 力2図 汁3図 汁4図 矛5図
Figure 1 is an explanatory front view of the flexible membrane movable weir of the present invention in the case of an air expansion type, Figure 2 is a perspective view of the butterfly valve used in Figure 1, and Figure A is the main part. , Figure 3 is an enlarged view of the vicinity of the dresser coupling part in Figure 1, and Figure 4 is an enlarged view of the vicinity of the air vent and overflow prevention valve part in Figure 1. are doing. FIG. 5 illustrates an explanatory front view of a flexible membrane movable weir of the present invention using the same automatic lodging mechanism as in FIG. 1 in the case of a water-expandable type. 1... Encapsulation, 2... Pipeline, 3, 4, 5... Pipe, 6... Butterfly valve, 7
...Lever, 8, 9...Pipeline, 10...Flow off tank, 11...Water, 12...Pulley, 13...Wire, 14...Bucket, 15...Flexible hose, 16...・Drain valve, 17...Inverted U-shaped pipe, 18
...Pipeline, 19...Blower, 20...Operation room, 21...River bed concrete, 26...Valve,
27... Air venting and overflow prevention valve, 2
8...Dresser coupling, 29...Automatic collapse water level, 29'...Height of inverted U-shaped pipe 17, 30...
・Upstream water level detection port, 38...Air vent pipe, 39...
Upstream water level detector, 40...pump, 41...bypass pipe, 42...exhaust pipe, 42'...drain pipe. Car figure 2 figure soup 3 figure soup 4 figure spear 5 figure

Claims (1)

【特許請求の範囲】 1 可撓性膜製包被を少なくとも河床部に河を横断する
方向に取り付け、包被に流体を送り膨張起立せしめるこ
とが出来るようにした可動堰に於いて、可動堰の自動倒
伏水位以下に堰上流で開口する水位検知管の他端に逆U
字管を設け、この逆U字管の頂部の高さが堰の自動倒伏
水位に相当し、この逆U字管とこれより低い高さにある
空気抜き兼オーバーフローバルブを備える密閉型のバケ
ツトとを伸縮可能な管で連結し、このバケツトに結んだ
紐状体の他端が包被内部に連らなる排流体管に設けたバ
ルブと連結したことを特徴とする可撓性膜製可動堰。 2 水位検知管の他端に設けた逆U字管が、水位検知管
と管径が異なり一方が他方の内側に挿入されて気密接合
出来る高さ調節手段を有する特許請求の範囲第1項記載
の可撓性膜製可動堰。 3 包被内部に連らなる排流体管に設けたバルブがレバ
ー式バタフライバルブである特許請求の範囲第1項記載
の可撓性膜製可動堰。
[Scope of Claims] 1. A movable weir in which a flexible membrane envelope is attached to at least a river bed in a direction across the river, and the envelope can be expanded and erected by supplying fluid to the weir. An inverted U is attached to the other end of the water level detection tube that opens upstream of the weir below the automatic lodging water level.
An inverted U-shaped tube is installed, and the height of the top of this inverted U-shaped tube corresponds to the automatic collapse water level of the weir, and this inverted U-shaped tube and a closed bucket with an air vent and overflow valve are installed at a lower height. A movable weir made of a flexible membrane, characterized in that the string-like body connected to the bucket is connected by an expandable tube, and the other end of the string-like body tied to the bucket is connected to a valve provided in a drainage pipe connected to the inside of the envelope. 2. The inverted U-shaped tube provided at the other end of the water level detection tube has a different diameter than the water level detection tube and has a height adjustment means that allows one to be inserted inside the other and airtightly joined. Movable weir made of flexible membrane. 3. The flexible membrane movable weir according to claim 1, wherein the valve provided in the drainage pipe connected to the interior of the envelope is a lever-type butterfly valve.
JP52147638A 1977-12-07 1977-12-07 Flexible membrane movable weir Expired JPS604325B2 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP52147638A JPS604325B2 (en) 1977-12-07 1977-12-07 Flexible membrane movable weir
GB2227578A GB1602335A (en) 1977-12-07 1978-05-25 Inflatable dams
JP7838281A JPS5729721A (en) 1977-12-07 1981-05-22 Movable weir made of elastic film
HK36782A HK36782A (en) 1977-12-07 1982-08-19 Inflatable dams
MY8300155A MY8300155A (en) 1977-12-07 1983-12-30 Inflatable dams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP52147638A JPS604325B2 (en) 1977-12-07 1977-12-07 Flexible membrane movable weir

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP7838281A Division JPS5729721A (en) 1977-12-07 1981-05-22 Movable weir made of elastic film

Publications (2)

Publication Number Publication Date
JPS5479928A JPS5479928A (en) 1979-06-26
JPS604325B2 true JPS604325B2 (en) 1985-02-02

Family

ID=15434851

Family Applications (1)

Application Number Title Priority Date Filing Date
JP52147638A Expired JPS604325B2 (en) 1977-12-07 1977-12-07 Flexible membrane movable weir

Country Status (4)

Country Link
JP (1) JPS604325B2 (en)
GB (1) GB1602335A (en)
HK (1) HK36782A (en)
MY (1) MY8300155A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56105011A (en) * 1980-01-19 1981-08-21 Sumitomo Electric Ind Ltd Undulating weir in flexible film
JPS602270Y2 (en) * 1980-07-12 1985-01-22 住友電気工業株式会社 Flexible membrane movable weir
JPS61169512A (en) * 1985-01-19 1986-07-31 Sumitomo Electric Ind Ltd Air-expansion type flexible rising and falling film dam
JP2552474B2 (en) * 1987-03-09 1996-11-13 株式会社ブリヂストン Automatic collapse device for flexible membrane weir
AT393285B (en) * 1990-01-30 1991-09-25 Kub Ulrich BATHING POND SYSTEM
JPH11200348A (en) * 1998-01-14 1999-07-27 Bridgestone Corp Flexible membrane dam

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4833100A (en) * 1971-07-05 1973-05-07

Also Published As

Publication number Publication date
GB1602335A (en) 1981-11-11
HK36782A (en) 1982-08-27
JPS5479928A (en) 1979-06-26
MY8300155A (en) 1983-12-31

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