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JPS629683B2 - - Google Patents
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JPS629683B2 - - Google Patents

Info

Publication number
JPS629683B2
JPS629683B2 JP58130583A JP13058383A JPS629683B2 JP S629683 B2 JPS629683 B2 JP S629683B2 JP 58130583 A JP58130583 A JP 58130583A JP 13058383 A JP13058383 A JP 13058383A JP S629683 B2 JPS629683 B2 JP S629683B2
Authority
JP
Japan
Prior art keywords
weir
water
flexible membrane
water supply
envelope
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
JP58130583A
Other languages
Japanese (ja)
Other versions
JPS6023514A (en
Inventor
Yoshiomi Tsuji
Hajime Naito
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 JP58130583A priority Critical patent/JPS6023514A/en
Priority to KR1019840002200A priority patent/KR850001351A/en
Publication of JPS6023514A publication Critical patent/JPS6023514A/en
Publication of JPS629683B2 publication Critical patent/JPS629683B2/ja
Priority to KR2019890018201U priority patent/KR900000793Y1/en
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)
  • Rigid Pipes And Flexible Pipes (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水膨張式可
撓性膜製起伏堰に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Technical Field) The present invention relates to an undulating weir made of a flexible membrane, and more particularly to a water-expandable undulating weir made of a flexible membrane.

(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ゴム引布等
可撓性膜製包被(袋状体)を河川等流れを横断す
る方向に少くとも床部に取り付け、包被内部に空
気、水或いはこれら両者等圧力媒体を給入し包被
を膨張起立させ又包被内部から圧力媒体を排出し
包被を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号参
照)。
(Prior art and its problems) An undulating weir made of a flexible membrane uses a flexible membrane envelope (bag-like body) such as rubber-coated cloth that forms the weir body in a direction that crosses the flow of a river, etc. at least on the floor. A pressure medium such as air, water, or both of these is injected into the interior of the envelope to expand and erect the envelope, and the pressure medium is discharged from the interior of the envelope to cause the envelope to contract and fall down (e.g. (See Special Publication No. 11702, Special Publication No. 44-2371).

この種の起伏堰の中コンクリートの凸形状頂点
部に設置する可撓性膜製起伏堰(たとえばコンク
リート製のハイダムのクレスト上にかさ上げ用と
して設置する可撓性膜製起伏堰)に於いて、倒伏
時空気膨張式の場合は内部の空気は堰体外へ完全
に排出することができるが水膨張式の場合は下流
側2つ折端付近にたまつた水が堰体外へ排出され
ない。
In a flexible membrane undulating weir installed at the convex apex of the middle concrete of this type of undulating weir (for example, a flexible membrane undulating weir installed on the crest of a concrete high dam for raising purposes) In the case of the air expansion type when the weir is collapsed, the internal air can be completely discharged to the outside of the weir body, but in the case of the water expansion type, the water accumulated near the downstream bifurcated end is not discharged to the outside of the weir body.

即ち第1図に示す様に倒伏状態において2つ折
端6付近は給排水口5のレベルよりも低い位置に
なるため排水されない。従つてクレスト3上に設
置した水膨張式の可撓性膜製起伏堰は完全倒伏で
きない。なお第1図中包被1は倒伏形状を実線
で、膨張形状を仮想線で表す。又2は給排水管、
4は水である。
That is, as shown in FIG. 1, in the collapsed state, the vicinity of the folded end 6 is at a position lower than the level of the water supply/drainage port 5, and therefore no water is drained. Therefore, the water-inflatable flexible membrane undulation weir installed on the crest 3 cannot be completely collapsed. In FIG. 1, the collapsed shape of the envelope 1 is represented by a solid line, and the expanded shape is represented by a virtual line. Also, 2 is the water supply and drainage pipe,
4 is water.

(発明の構成) 上記に鑑み本発明はこのような問題点を解消す
るため開発されたものである。
(Structure of the Invention) In view of the above, the present invention has been developed to solve these problems.

即ち本発明は、コンクリートの凸形状頂点部に
取り付ける水膨張式の可撓性膜製起伏堰において
給排水管から、あるいは給水管と排水管が別々で
あれば排水管から堰体内へ通じ、堰体内では可撓
性を有し、堰体の2つ折端付近で開口する管を設
けたことを特徴とするものである。以下例示の第
2図について本発明を詳細に説明する。
That is, the present invention provides an undulating weir made of a water-expandable flexible membrane attached to the apex of a convex shape of concrete. The structure is characterized by having a flexible tube that opens near the bifurcated ends of the weir body. The present invention will be described in detail below with reference to FIG. 2 as an example.

通常の給排水口5から給排水管2へ細い管7を
通し、この細い管7は包被1の形成する堰体内に
おいては可撓性のある材質のものとし、堰体膨張
形状に沿つて2つ折端6付近まで上がりその位置
にて開放にしておく。この細い管7は通常の給排
水口を利用しなくても別配管で給排水管と接続し
ても良い。また給排水管と排水管が別々であれば
排水管に接続する。
A thin pipe 7 is passed from the normal water supply and drainage port 5 to the water supply and drainage pipe 2, and this thin pipe 7 is made of a flexible material inside the weir formed by the envelope 1, and is folded into two along the expansion shape of the weir. It rises to near end 6 and is left open at that position. This thin pipe 7 may be connected to a water supply and drainage pipe through a separate pipe without using a normal water supply and drainage port. Also, if the water supply and drainage pipes and drain pipes are separate, connect them to the drain pipe.

なお第2図は第1図と逆に包被1は膨張形状を
実線で、倒伏形状を仮想線で描いている。
In addition, in FIG. 2, contrary to FIG. 1, the inflated shape of the envelope 1 is drawn by a solid line, and the collapsed shape is drawn by a virtual line.

この排水用管7を設けておけば、堰体の倒伏過
程において、2つ折端6付近にたまつた水のレベ
ルが給排水口5のレベルより低くなつてもサイフ
オン現象によりすべて堰体外へ排出することがで
きる。
If this drainage pipe 7 is provided, even if the level of water accumulated near the bifurcated end 6 becomes lower than the level of the water supply/drainage port 5 during the collapse process of the weir body, all of it will be drained out of the weir body due to the siphon phenomenon. be able to.

(発明の効果) 以上の様に本発明によれば、コンクリートの凸
形状頂点部に設置する水膨張式可撓性膜製起伏堰
に於いても完全倒伏できるものが得られる。
(Effects of the Invention) As described above, according to the present invention, a water-expandable flexible membrane undulation weir installed at the apex of a convex shape of concrete can be completely collapsed.

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

コンクリートの凸形状頂点部に設置する水膨張
式可撓性膜製起伏堰を説明する図に於いて、第1
図は従来のもの、第2図は本発明のものを夫々例
示している。 1……包被、2……給排水管、3……クレス
ト、4……水、5……給排水管口、6……包被の
2つ折端、7……細い管。
In the diagram explaining the water-expandable flexible membrane undulation weir installed at the convex apex of concrete, the first
The figure shows a conventional device, and FIG. 2 shows an example of the present invention. 1... Covering, 2... Water supply and drainage pipe, 3... Crest, 4... Water, 5... Water supply and drainage pipe opening, 6... Bifold end of covering, 7... Thin pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 コンクリートの凸形状頂点部に取り付ける水
膨張式の可撓性膜製起伏堰に於いて、給排水管か
ら、或いは給水管と排水管が別々であれば排水管
から包被の形成する堰体内へ通じ、堰体内では可
撓性を有し、堰体の2つ折れ端付近で開口する管
を設けたことを特徴とする水膨張式可撓性膜製起
伏堰。
1. In a water-expandable flexible membrane undulating weir attached to the convex apex of concrete, from the water supply and drainage pipe, or if the water supply and drainage pipes are separate, from the drainage pipe into the weir formed by the envelope. What is claimed is: 1. A water-expandable flexible membrane undulating weir, characterized by having a tube that is flexible inside the weir body and opens near two bent ends of the weir body.
JP58130583A 1983-07-17 1983-07-17 Water-inflatable flexible membrane undulating weir Granted JPS6023514A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP58130583A JPS6023514A (en) 1983-07-17 1983-07-17 Water-inflatable flexible membrane undulating weir
KR1019840002200A KR850001351A (en) 1983-07-17 1984-04-25 Relief of the water-expandable flexible film
KR2019890018201U KR900000793Y1 (en) 1983-07-17 1989-11-30 Rubber dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58130583A JPS6023514A (en) 1983-07-17 1983-07-17 Water-inflatable flexible membrane undulating weir

Publications (2)

Publication Number Publication Date
JPS6023514A JPS6023514A (en) 1985-02-06
JPS629683B2 true JPS629683B2 (en) 1987-03-02

Family

ID=15037679

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58130583A Granted JPS6023514A (en) 1983-07-17 1983-07-17 Water-inflatable flexible membrane undulating weir

Country Status (2)

Country Link
JP (1) JPS6023514A (en)
KR (1) KR850001351A (en)

Also Published As

Publication number Publication date
JPS6023514A (en) 1985-02-06
KR850001351A (en) 1985-03-18

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