JPS5851225Y2 - Flexible membrane undulating weir - Google Patents

Flexible membrane undulating weir

Info

Publication number
JPS5851225Y2
JPS5851225Y2 JP1980020622U JP2062280U JPS5851225Y2 JP S5851225 Y2 JPS5851225 Y2 JP S5851225Y2 JP 1980020622 U JP1980020622 U JP 1980020622U JP 2062280 U JP2062280 U JP 2062280U JP S5851225 Y2 JPS5851225 Y2 JP S5851225Y2
Authority
JP
Japan
Prior art keywords
weir
envelope
river
flexible membrane
flow
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
JP1980020622U
Other languages
Japanese (ja)
Other versions
JPS56121716U (en
Inventor
義臣 辻
春彦 松岡
Original Assignee
住友電気工業株式会社
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 住友電気工業株式会社 filed Critical 住友電気工業株式会社
Priority to JP1980020622U priority Critical patent/JPS5851225Y2/en
Publication of JPS56121716U publication Critical patent/JPS56121716U/ja
Application granted granted Critical
Publication of JPS5851225Y2 publication Critical patent/JPS5851225Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は可撓性膜製起伏堰詳しくはドレインパッドを備
える可撓性膜製起伏堰に関するものである。
[Detailed Description of the Invention] The present invention relates to an undulating weir made of a flexible membrane, and more particularly to an undulating weir made of a flexible membrane provided with a drain pad.

可撓性膜製起伏堰は堰体を形成する可撓性膜製例えばゴ
ム引布製包被(袋状体)を少くとも河床部に河の流れを
横断する方向に取り付け、包被内部に連通ずる注排気(
水)管から空気又は水或はその両者等流体を送り膨張起
立させ或いは包被内部から流体を排出し収縮倒伏させる
様にしたものである(例えば特公昭40−11702号
、特公昭44−2371号参照)。
A flexible membrane undulating weir has a flexible membrane envelope (bag-like body) made of rubberized cloth, for example, which forms the weir body, attached to at least the river bed in a direction transverse to the river flow, and connected to the inside of the envelope. Leading injection and exhaust (
Water) A fluid, such as air or water, or both, is sent from a pipe to expand and erect it, or to discharge fluid from the inside of the envelope to cause it to contract and collapse (for example, Japanese Patent Publication No. 40-11702, Japanese Patent Publication No. 44-2371). (see issue).

この種の起伏堰に於いて、第1図に示す様に堰の倒伏収
縮過程に於いて包被3内の空気、水等の膨張媒体たる流
体12の圧力が河川水による外圧より低くなると、包被
の上流側部分13は河床面14上に上流側固定端15か
ら下流側に向って除々に密着して行き、ついには注排流
体口即ち注排気(水)口5をこの口に相対する包被の部
分7が密着し倒伏収縮を停止させる事態となる。
In this type of undulating weir, as shown in Fig. 1, when the pressure of the fluid 12, which is an expansion medium such as air or water, in the envelope 3 becomes lower than the external pressure due to river water during the weir's lodging and contraction process, as shown in FIG. The upstream portion 13 of the envelope gradually comes into close contact with the riverbed surface 14 from the upstream fixed end 15 toward the downstream side, and finally the fluid injection and drainage port, that is, the water injection and exhaust (water) port 5 is placed relative to this port. A situation arises in which the portion 7 of the envelope that is in contact with each other causes the lodging contraction to stop.

これを防止し完全収縮を可能とするため包被内面に、河
の流れ方向に実質的に連続している溝を設けたドレイン
パッドを注排気(水)口に相対する側に設けることは知
られている。
In order to prevent this and enable complete contraction, it is known that a drain pad with grooves that are substantially continuous in the flow direction of the river is provided on the inner surface of the envelope on the side facing the inlet and outlet (water) port. It is being

第2図はこの在来のドレインパッドを設けた可撓性膜製
起伏堰の一例である(例えば特開昭5447338号参
照)。
FIG. 2 is an example of a conventional undulating weir made of a flexible membrane provided with a drain pad (see, for example, Japanese Patent Laid-Open No. 5447338).

第2図の図aは堰を河の流れ方向で切断した図、図すは
堰の平面図、図Cは図すのA−A断面、図dはa、l)
、cのドレインパッドの斜視図を示し、図中8は包被の
2つ折れ部分、9はドレインパッド、10は上下流方向
に連続する溝、11は包被の2つ折れ部分付近の空隙、
矢印Fは膨張媒体の最終的排気(水)経路を示している
Figure 2 (a) is a view of the weir taken along the flow direction of the river, Figure (Figure 2) is a plan view of the weir, Figure (C) is the A-A cross section of Figure 2, and Figure (d) is a, l).
, c shows a perspective view of the drain pad of FIG. ,
Arrow F indicates the final exhaust (water) path of the expansion medium.

上記に於いて、下流水位が高い状態で包被を収縮させる
と第3図に示す様に包被の下流側固定端16部分が上流
側に折れ曲り、このため2つ折れ部8がずれ、ドレイン
パッド9の剛性により、この部分が隆起し、流れに対し
て抵抗体となるために包被が動揺し基礎1面と接触する
ことにより包被が摩耗損傷する。
In the above case, when the envelope is contracted when the downstream water level is high, the downstream fixed end 16 of the envelope is bent upstream as shown in FIG. Due to the rigidity of the drain pad 9, this portion bulges and acts as a resistance to the flow, causing the envelope to sway and come into contact with the foundation 1 surface, causing wear and tear on the envelope.

17はこの摩耗損傷部分である。本考案は上記問題点を
解消するため案出されたものである。
Reference numeral 17 indicates this wear-damaged portion. The present invention has been devised to solve the above problems.

以下例示図面に就いて本考案を説明する。The present invention will be explained below with reference to the illustrative drawings.

本考案の可撓性膜製起伏堰を示す第4図に於いて、図a
は堰を河の流れ方向で切断した断面図、図すは堰の平面
図、図Cは図すのA−A断面図、図dは図a、l)、c
のドレインパッドの斜視図である。
In Figure 4 showing the flexible membrane undulating weir of the present invention, Figure a
is a cross-sectional view of the weir taken along the flow direction of the river, Figure C is a plan view of the weir, Figure C is a cross-sectional view taken along line A-A in Figure d, Figure d is Figures a, l), and c.
FIG. 3 is a perspective view of the drain pad of FIG.

第4図中第3図と同一符号は同一部位を示している。In FIG. 4, the same reference numerals as in FIG. 3 indicate the same parts.

本考案に於いてはドレインパッド9間に河の流れを横断
する方向に間隙19を有して包被3内側注排気(水)口
に相対する側に取り付けられている(図a、b参照)。
In the present invention, there is a gap 19 between the drain pads 9 in the direction across the river flow, and the drain pads 9 are attached to the inside of the envelope 3 on the side facing the inlet/exhaust (water) port (see Figures a and b). ).

上記のドレインパッドは実質的に河の流れ方向の溝10
を有しており(図d参照)、出来れば河の流れ方向の溝
10と河の流れを横断する方向の溝18とを有する方が
よい(溝18は剛性をもへらす)(第5図参照)。
Said drain pad has a substantially streamwise groove 10.
(see Figure d), and if possible, it is better to have grooves 10 in the direction of the river flow and grooves 18 in the direction transverse to the river flow (the grooves 18 also reduce rigidity) (Figure 5). reference).

上記のような本考案によると実質的に河の流れ方向に溝
を有するドレインパッドを包被内側注排気(水)口に相
対する側に設けているので堰倒伏時に於いて膨張媒体の
排気(水)経路を確保することは従来と同様である。
According to the present invention as described above, a drain pad having grooves substantially in the flow direction of the river is provided on the side opposite to the inlet and outlet (water) inside the envelope, so that when the weir collapses, the expanding medium can be exhausted ( Securing the water route is the same as before.

しかも本考案に於いてはドレインパッド間に河の流れを
横断する方向に間隙を有せしめてドレインパッドを設け
ているのでこの間隙が包被の折り曲りの際の自由な折り
曲り部分となりドレインパッドの剛性による折れ曲りの
不自由さを低減させる。
Moreover, in the present invention, since the drain pads are provided with a gap in the direction across the river flow between the drain pads, this gap becomes a free bending part when the envelope is folded, and the drain pad Reduces the inconvenience of bending due to the rigidity of

従って冒頭記載の様なドレインパッドの剛性による包被
の2つ折れ部分の隆起が防止出来て包被の基礎面との動
揺接触による摩耗損傷が防止出来る。
Therefore, it is possible to prevent the two-folded portion of the envelope from protruding due to the rigidity of the drain pad as described at the beginning, and to prevent wear and tear caused by oscillating contact with the base surface of the envelope.

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

第1図は可撓性膜製起伏堰に於いてドレインパッドを設
ける必要性を説明する図で堰を河の流れ方向で切断した
図、第2図及び第4図は従来及び本考案のドレインパッ
ドを設けた可撓性膜製起伏堰の図であり、図aは河の流
れ方向で切断した堰の断面図、図すは堰の平面図、図C
は図すのA−A断面図、図dは図a、l)、cのドレイ
ンパッドの斜視図、第3図は第2図のドレインパッドを
設けた時の問題点を説明する、第5図は本考案に於いて
用いるドレインパッドの他の例の斜視図を夫々例示して
いる。 1・・・・・・河床、3・・・・・・包被、4・・・管
、5・・・・・・注排流体口、6・・・・・・上流水、
7・・・・・・注排流体口に相対する包被の部分、8・
・・・・・包被の2つ折れ部分、9・・・・・・ドレイ
ンパッド、10・・・・・・河の流れ方向に連続する溝
、11・・・・・・包被の2つ折れ部分付近の空隙、1
2・・・・・・圧力媒体たる流体、13・・・・・・包
被の上流側部分、14・・・・・・河床面、15・・・
・・・包被の上流側固定端、16・・・・・・包被の下
流側固定端、17・・・・・・包被の摩耗、損傷部分、
18・・・・・・河の流れを横断する方向の溝、19・
・・・・・間隙。
Figure 1 is a diagram illustrating the necessity of providing a drain pad in a undulating weir made of flexible membrane, and is a diagram cut through the weir in the direction of river flow. These are diagrams of a flexible membrane undulating weir equipped with a pad, in which Figure A is a cross-sectional view of the weir taken along the flow direction of the river, Figure C is a plan view of the weir, and Figure C
Figure 3 is a cross-sectional view taken along the line A-A in Figure 3, Figure d is a perspective view of the drain pads in Figures a, l), and c, and Figure 3 explains the problem when providing the drain pad in Figure 2. The figures each illustrate perspective views of other examples of drain pads used in the present invention. 1...River bed, 3...Envelope, 4...Pipe, 5...Injection/drainage port, 6...Upstream water,
7... Part of the envelope facing the injection and drainage fluid port, 8.
...Two-fold part of the cover, 9...Drain pad, 10...Groove continuous in the direction of river flow, 11...2 of the cover Gap near the folded part, 1
2...Fluid as a pressure medium, 13...Upstream part of the envelope, 14...River bed surface, 15...
... Upstream fixed end of the covering, 16... Downstream fixed end of the covering, 17... Worn or damaged part of the covering,
18...Groove in the direction of crossing the river flow, 19.
·····gap.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)堰を形成する可撓性膜製包被を少くとも河床部に
河の流れを横断する方向に取り付け、包被内部に流体を
送り膨張起立させ又包被内部から流体を排出し収縮倒伏
させるとが出来るようにした堰に於いて、河の流れ方向
に実質的に連続している溝を設けたドレインパッドを河
の流れを横断する方向に間隙を有せしめて包被内面注排
流体口に相対する側に設けた可撓性膜製起伏堰。
(1) A flexible membrane envelope that forms a weir is attached to at least the river bed in a direction across the river flow, and fluid is sent inside the envelope to expand and erect it, and the fluid is discharged from the interior of the envelope to cause it to contract. In a weir that can be collapsed, a drain pad with a groove that is substantially continuous in the direction of the river flow is provided with a gap in the direction transverse to the flow of the river, and the inner surface of the weir is injected and drained. An undulating weir made of flexible membrane installed on the side facing the fluid port.
(2)ドレインパッドが河の流れを横断する方向に実質
的に連続している溝を設けたものである実用新案登録請
求の範囲第1項記載の可撓性膜製起伏堰。
(2) The flexible membrane undulating weir according to claim 1, wherein the drain pad is provided with a groove that is substantially continuous in a direction transverse to the river flow.
JP1980020622U 1980-02-19 1980-02-19 Flexible membrane undulating weir Expired JPS5851225Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980020622U JPS5851225Y2 (en) 1980-02-19 1980-02-19 Flexible membrane undulating weir

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980020622U JPS5851225Y2 (en) 1980-02-19 1980-02-19 Flexible membrane undulating weir

Publications (2)

Publication Number Publication Date
JPS56121716U JPS56121716U (en) 1981-09-17
JPS5851225Y2 true JPS5851225Y2 (en) 1983-11-22

Family

ID=29616807

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980020622U Expired JPS5851225Y2 (en) 1980-02-19 1980-02-19 Flexible membrane undulating weir

Country Status (1)

Country Link
JP (1) JPS5851225Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006125126A (en) * 2004-11-01 2006-05-18 Iida Tekko Kk Air-bag type roof gate

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3173269A (en) * 1961-10-13 1965-03-16 Norman M Imbertson Collapsible dam
JPS5222104U (en) * 1975-08-02 1977-02-16
JPS5447338A (en) * 1977-09-20 1979-04-13 Sumitomo Electric Industries Weir in flexible membrance

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3173269A (en) * 1961-10-13 1965-03-16 Norman M Imbertson Collapsible dam
JPS5222104U (en) * 1975-08-02 1977-02-16
JPS5447338A (en) * 1977-09-20 1979-04-13 Sumitomo Electric Industries Weir in flexible membrance

Also Published As

Publication number Publication date
JPS56121716U (en) 1981-09-17

Similar Documents

Publication Publication Date Title
US4836713A (en) Flexible sheet dams
JPS5851225Y2 (en) Flexible membrane undulating weir
NL7906713A (en) FOLDABLE RUBBER DAM.
JPH03199518A (en) Flexible film weir
AU753240B2 (en) Rubber dam and method of application thereof
JPS60188510A (en) Rising and falling dam of flexible film
JPS60112913A (en) Undulating weir made of flexible film
JPS60112911A (en) Undulating weir made of flexible film
JPS607091B2 (en) Weirs for tide protection, wave protection, wave dissipation, prevention of salt water run-up, etc.
JPS583857Y2 (en) undulating weir
JPS5844811B2 (en) Flexible membrane undulating weir
JPS6227202B2 (en)
JPS63819Y2 (en)
JPS5891213A (en) Rising and falling dam made of flexible film
JPS6023514A (en) Rising and falling dam made of water expansion type flexible film
JPS6225804B2 (en)
JPS5935621Y2 (en) Flexible membrane undulating weir
JPS5842489Y2 (en) Flexible membrane undulating weir
KR850002879Y1 (en) Flexible rubber dam
JPH0322340Y2 (en)
JPS5936052B2 (en) Flexible membrane undulating weir
JPS5842490Y2 (en) Flexible membrane undulating weir
JPS60112912A (en) Undulating weir made of flexible film
JPS5844810B2 (en) Flexible membrane undulating weir
JPH09151443A (en) Installation structure for bag type weir