JPS6178912A - Flexible film rising and falling dam - Google Patents
Flexible film rising and falling damInfo
- Publication number
- JPS6178912A JPS6178912A JP59201315A JP20131584A JPS6178912A JP S6178912 A JPS6178912 A JP S6178912A JP 59201315 A JP59201315 A JP 59201315A JP 20131584 A JP20131584 A JP 20131584A JP S6178912 A JPS6178912 A JP S6178912A
- Authority
- JP
- Japan
- Prior art keywords
- air
- envelope
- independent
- flexible membrane
- chambers
- 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.)
- Pending
Links
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
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は可撓ヰ膜製起伏堰詳しくはVノツチ位置を制御
し得る可撓性膜製起伏堰に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a flexible membrane undulating weir, and more particularly to a flexible membrane undulating weir whose V-notch position can be controlled.
(従来技術)
可撓性膜製起伏堰は第3.4図に示す様に堰体を形成す
るゴム引布等可撓性膜製包被(袋状体)(月を河川等流
れを横断する方向に少くとも河川等の床部に取り付け、
包被内部に空気、水或いはこれら両番等圧力媒体を送入
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) As shown in Figure 3.4, a flexible membrane undulating weir is a flexible membrane envelope (bag-like body) such as rubberized cloth that forms the weir body (a bag-shaped body) that crosses a stream such as a river. At least install it on the floor of a river, etc. in the direction of
A pressure medium such as air, water, or both of these is introduced into the envelope to expand and raise the envelope, and the pressure medium is discharged from the interior of the envelope to cause the envelope to contract and fall down. 40-11702, Japanese Patent Publication No. 44-2371).
この種起伏堰の中圧力媒体に水を用いる空気膨張式では
、その起伏過程に於いて、その内圧か低い場合第6図に
仮想線で示す様に■ノツチ現象(堰内圧がある値以下に
なると堰天端の1部がV字状に急激に低下する。(13
)は■ノツチである)かト面、(3)は包被取付側壁部
コンクリート面、(4)は操作室、(5)は送風機、(
6)は注気弁1. (71は注気管、(8)は注排気管
、(9)は注排気口、(10)は排気弁である。In the air expansion type of this type of undulating weir, which uses water as the medium pressure medium, during the undulating process, if the internal pressure is low, a notch phenomenon (the internal pressure of the weir falls below a certain value) as shown by the imaginary line in Figure 6. Then, a part of the top of the weir suddenly drops in a V-shape.(13
) is the ■notch) or top surface, (3) is the concrete surface of the side wall where the enclosure is attached, (4) is the operation room, (5) is the blower, (
6) is the intake valve 1. (71 is an inlet pipe, (8) is an inlet/exhaust pipe, (9) is an inlet/exhaust port, and (10) is an exhaust valve.
(発明が解決しようとする問題点)
この■ノツチの発生場所は、起伏堰設置場所における河
川固有の流心位置、包被上流側の堆積土砂の堆積具合等
によって左右されVノツチ位置を任意の場所に制御せし
めることは不可能であった。(Problem to be Solved by the Invention) The location where this V-notch occurs depends on the specific flow center position of the river at the location where the undulating weir is installed, the accumulation of sediment on the upstream side of the envelope, etc. It was impossible to control the place.
そして一般に起伏堰設置地点の河川流況は限定されるの
でVノツチ発生場所も限定されるため、■ノツチ言い換
えれば集中放流によって同一場所の回道が荒らされる、
又Vノツチ地点以外の堆砂土砂がフラッシュ排砂されな
い等の問題があった。In general, the river flow conditions at the location where the undulating weir is installed are limited, so the locations where V-notches occur are also limited;
In addition, there was a problem that the sediments other than the V-notch points were not flushed out.
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。In view of the above, the present invention has been developed to solve these problems.
(問題点を解決するための手段)
即ち本発明は、従来包被を一体気室(11)として形成
していたものに代え(第3図参照)、包被内に仕切膜を
設けて河川流れを横断する方向に並ぶ複数の独立した空
気室とし、夫々の空気室に対して注排気管を設けたもの
である。なお上記河川流れを横断する方向とは河川流れ
を直交して横断する方向に限定されず斜めに横断する方
向等を含めて広く解釈されるものである。(Means for Solving the Problems) That is, the present invention replaces the conventional envelope formed as an integrated air chamber (11) (see Fig. 3), and provides a partition membrane inside the envelope to prevent water leakage. A plurality of independent air chambers are arranged in a direction transverse to the flow, and an inlet/exhaust pipe is provided for each air chamber. Note that the above-mentioned direction of crossing the river flow is not limited to a direction of crossing the river flow perpendicularly, but is broadly interpreted to include a direction of crossing the river flow diagonally.
(作用)
上記により、包被の所定の位置の空気室の空気を最初に
排出することにより■ノツチ又は倒伏放流場所を任意に
制御出来る。(Function) As described above, by first discharging the air from the air chamber at a predetermined position of the envelope, the notch or lodging discharge location can be arbitrarily controlled.
以下本発明を例示の第1.2図に就いて詳細に説明する
。The invention will now be explained in detail with reference to exemplary FIGS. 1.2.
河川を横断して堰体を構成する包被(1)の中に可撓性
膜製の仕切@ (10)を設け、河川を横断方向に並ぶ
複数の独立した空気室(11’)、(11”)、(11
”’)・・・・を形成し、それぞれの空気室に対して個
別の注排気管(8’) 、(8”) 、(8” )・・
・・・を設け、任意の排気弁(10’)、(10“)、
(10″′)・・・・・を開けて任意の空気室の空気を
排気させて倒伏させ、順次任意の空気室の倒伏操作を行
なうことによりV/ノツチは倒伏放流場所を任意に制御
できる。なお、仕切膜の位置、独立空気室の数は任意に
設定すれば良く、第1図に示す6区分に限定されない。A flexible membrane partition @ (10) is provided in the envelope (1) that crosses the river and constitutes a weir body, and a plurality of independent air chambers (11'), ( 11”), (11
"')... are formed, and individual air intake and exhaust pipes (8'), (8"), (8")... are formed for each air chamber.
..., and optional exhaust valves (10'), (10"),
By opening (10''')... to exhaust the air from any air chamber and inverting it, and by sequentially inverting any air chamber, V/Notchi can control the lodging and discharge location as desired. Incidentally, the position of the partition membrane and the number of independent air chambers may be set arbitrarily, and are not limited to the six divisions shown in FIG.
なお第1.2図中第3.4図と同一符号は同一部位を示
しているが、(6’)、(6“)、(6”)は注気弁、
(7’)、(7“)、(7”’)は注気管、(8’ )
、(8″) 、(8”)は注排気管、(9’)、(9
“) 、 (9///)は注排気口、(10’ ) 、
(10”)。Note that the same symbols in Figure 1.2 as in Figure 3.4 indicate the same parts, but (6'), (6"), and (6") are the air intake valves,
(7'), (7"), (7"') are inlet tubes, (8')
, (8″), (8″) is the injection and exhaust pipe, (9′), (9
“), (9///) is the inlet/outlet, (10'),
(10”).
(i()”’)は排気弁、(11’)、(11“)、(
11///)は空気室である。(i()"') is an exhaust valve, (11'), (11"), (
11///) is an air chamber.
上記により包被の所定の位置の空気室の空気を最初に排
出することが可能となる。The above makes it possible to first evacuate the air in the air chamber at a predetermined position of the envelope.
(発明の効果)
以上本発明を説明したが、本発明によると下記のような
効果がある。(Effects of the Invention) The present invention has been described above, and the present invention has the following effects.
包被内に仕切膜を設けて複数の独立した空気室を設け、
それぞれに注排気管を設けている。従って■ノツチ又は
倒伏放流場所を任意に制御できる。A partition membrane is provided within the envelope to create multiple independent air chambers,
Each has an intake and exhaust pipe. Therefore, the notch or lodging discharge location can be controlled as desired.
第1図及び第2図は本発明の可撓性膜製起伏堰を示し、
第1図は河川流れを横断する方向に切断した図、第2図
は第1図のA−A断面図、第6図及び第4図は従来の可
撓性膜製起伏堰を例示し、第5図は河川流れを横断する
方向に切断した図、第4図は第3図のB−B断面図であ
る。
(1)・・・可撓性膜製包被、1 and 2 show a flexible membrane undulating weir of the present invention,
FIG. 1 is a cross-sectional view of the river flow, FIG. 2 is a sectional view taken along line A-A in FIG. 1, and FIGS. 6 and 4 illustrate conventional undulating weirs made of flexible membranes. FIG. 5 is a view cut in a direction across the river flow, and FIG. 4 is a sectional view taken along line BB in FIG. 3. (1) Flexible membrane envelope,
Claims (1)
れを横断する方向に取り付け、包被内部に圧力媒体たる
空気を送り膨張起立させ或いは包被内部から空気を排出
して収縮倒伏させる様にした空気膨張式の堰に於いて、
可撓性膜製包被の中に可撓性膜製の仕切壁を設けて河川
流れを横断する方向に並ぶ複数の独立した空気室を設け
、夫々に独立した注排気管を設けてなり、包被の所定の
位置の空気室の空気を最初に排出することによりVノッ
チ発生位置を制御することを可能にしたことを特徴とす
る可撓性膜製起伏堰。(1) A flexible membrane envelope forming a weir body is attached to the river bed in a direction across the river flow, and air as a pressure medium is sent inside the envelope to cause it to expand or to discharge air from inside the envelope. In an air-inflatable weir that is made to collapse and collapse,
A flexible membrane envelope is provided with a flexible membrane partition wall, a plurality of independent air chambers are arranged in a direction transverse to the river flow, and each is provided with an independent inlet/exhaust pipe. An undulating weir made of a flexible membrane, characterized in that the V-notch generation position can be controlled by first discharging air from an air chamber at a predetermined position of the envelope.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59201315A JPS6178912A (en) | 1984-09-25 | 1984-09-25 | Flexible film rising and falling dam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59201315A JPS6178912A (en) | 1984-09-25 | 1984-09-25 | Flexible film rising and falling dam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6178912A true JPS6178912A (en) | 1986-04-22 |
Family
ID=16438970
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59201315A Pending JPS6178912A (en) | 1984-09-25 | 1984-09-25 | Flexible film rising and falling dam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6178912A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4846603A (en) * | 1987-06-25 | 1989-07-11 | Sumitomo Electric Industries, Ltd. | Set-up/down plural-span weir assembly made of flexible sheets |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10316140A (en) * | 1997-05-15 | 1998-12-02 | Tokan Kogyo Co Ltd | Synthetic resin container |
JP2001097448A (en) * | 1999-09-30 | 2001-04-10 | Nissei Asb Mach Co Ltd | Bag-in-box |
JP2005170386A (en) * | 2003-12-05 | 2005-06-30 | Saitama Plast Kk | Foldable plastic bottle and folding method for plastic bottle |
JP2007045451A (en) * | 2005-08-09 | 2007-02-22 | Kao Corp | Self-standing bag |
WO2013028746A2 (en) * | 2011-08-22 | 2013-02-28 | Advanced Technology Materials, Inc. | Substantially rigid collapsible container with fold pattern |
-
1984
- 1984-09-25 JP JP59201315A patent/JPS6178912A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10316140A (en) * | 1997-05-15 | 1998-12-02 | Tokan Kogyo Co Ltd | Synthetic resin container |
JP2001097448A (en) * | 1999-09-30 | 2001-04-10 | Nissei Asb Mach Co Ltd | Bag-in-box |
JP2005170386A (en) * | 2003-12-05 | 2005-06-30 | Saitama Plast Kk | Foldable plastic bottle and folding method for plastic bottle |
JP2007045451A (en) * | 2005-08-09 | 2007-02-22 | Kao Corp | Self-standing bag |
WO2013028746A2 (en) * | 2011-08-22 | 2013-02-28 | Advanced Technology Materials, Inc. | Substantially rigid collapsible container with fold pattern |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4846603A (en) * | 1987-06-25 | 1989-07-11 | Sumitomo Electric Industries, Ltd. | Set-up/down plural-span weir assembly made of flexible sheets |
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