JPS6023514A - Water-inflatable flexible membrane undulating weir - Google Patents
Water-inflatable flexible membrane undulating weirInfo
- Publication number
- JPS6023514A JPS6023514A JP58130583A JP13058383A JPS6023514A JP S6023514 A JPS6023514 A JP S6023514A JP 58130583 A JP58130583 A JP 58130583A JP 13058383 A JP13058383 A JP 13058383A JP S6023514 A JPS6023514 A JP S6023514A
- Authority
- JP
- Japan
- Prior art keywords
- water
- weir
- pipe
- dam
- water 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.)
- Granted
Links
- 239000012528 membrane Substances 0.000 title claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 25
- 230000000630 rising effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 210000004779 membrane envelope Anatomy 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/005—Deformable barrages or barrages consisting of permanently deformable elements, e.g. inflatable, with flexible walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable 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)
Abstract
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. The pressure medium of air, water, or both of these is supplied to the interior of the envelope to inflate 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. (For example, see Japanese Patent Publication No. 40-11702 and Japanese Patent 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
ダムのフ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つ近端付近にたまった水が堰体外へ排
出されない。In this type of undulating weir, a flexible membrane undulating weir is installed at the convex apex of the concrete (for example, a flexible membrane undulating weir is 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 two downstream ends 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つ桁端(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。従ってフレスト(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)ば倒伏形状を実線で、膨張形状を仮想
線で表す。る又(2)は給排水管、(4)は水である。In other words, as shown in Fig. 1, the two girder ends (6)
Drainage does not occur in the vicinity because it is at a lower level than the water supply and drainage port (5). Therefore, the water-inflatable flexible membrane undulation weir installed on the frest (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. Rumata (2) is a water supply and drainage pipe, and (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つ近端付
近で開口する管を設けたことを特徴とするものである。That is, the present invention provides a water-expandable flexible membrane undulating weir that is attached to the convex apex of concrete, from a water supply and drainage pipe,
Alternatively, if the water supply pipe and the drain pipe are separate, the drain pipe leads into the weir body, and is characterized by having a pipe that is flexible inside the weir body and opens near the two proximal ends of the weir body. It is.
以下例示の第2図について本発明の詳細な説明する。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(力は包被(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
状に沿って2つ近端(6)付近まで上がりその位置にて
開放にしておく。この廁い管(乃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) connects the normal water supply and drainage outlet (5) to the water supply and drainage pipe (2).
) is passed through this thin tube (the force is made of a flexible material within the weir body formed by the envelope (1), and rises along the expansion shape of the weir body to near the two proximal ends (6). Leave it open in the open position.This open pipe (no) may be connected to the water supply and drainage pipe with a separate pipe without using the normal water supply and drainage port.Also, if the water supply pipe and the drainage pipe are separate, the drain pipe Connect to.
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(力を設けておけば、堰体の倒伏過程にお
いて、2つ近端(6)付近にたまった水のレベルが給排
水口(5)のレベルより低くなっ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 a force is provided in this drainage pipe, even if the level of water accumulated near the two proximal ends (6) becomes lower than the level of the water supply and drainage port (5) during the collapse process of the weir body, the siphon phenomenon will cause the water to drain away. It can be discharged outside the weir body.
(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.
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。In the diagrams illustrating a water-expandable flexible membrane undulating weir installed at the convex apex of concrete, FIG. 1 shows a conventional one, and FIG. 2 shows an example of the present invention.
Claims (1)
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 undulating weir made of a flexible membrane that is attached to the convex apex of concrete, the weir that forms an envelope can be used from the water supply and drainage pipe, or from the drainage pipe if the water supply and drainage pipes are separate. It leads into the body, has flexibility inside the weir body, and has two parts in the weir body.
A water-expandable flexible membrane undulating weir characterized by having a pipe that opens near the folded end.
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 true JPS6023514A (en) | 1985-02-06 |
| JPS629683B2 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) |
-
1983
- 1983-07-17 JP JP58130583A patent/JPS6023514A/en active Granted
-
1984
- 1984-04-25 KR KR1019840002200A patent/KR850001351A/en not_active Withdrawn
Also Published As
| Publication number | Publication date |
|---|---|
| JPS629683B2 (en) | 1987-03-02 |
| KR850001351A (en) | 1985-03-18 |
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