JPS60112913A - Undulating weir made of flexible film - Google Patents
Undulating weir made of flexible filmInfo
- Publication number
- JPS60112913A JPS60112913A JP21844283A JP21844283A JPS60112913A JP S60112913 A JPS60112913 A JP S60112913A JP 21844283 A JP21844283 A JP 21844283A JP 21844283 A JP21844283 A JP 21844283A JP S60112913 A JPS60112913 A JP S60112913A
- Authority
- JP
- Japan
- Prior art keywords
- weir
- rigid plate
- plate
- flexible membrane
- water
- 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
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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Barrages (AREA)
Abstract
Description
【発明の詳細な説明】
(技術分野)
本発明は堰詳しくは越流氷落下騒音を防止する可撓性膜
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 a weir, and more particularly to an undulating weir made of a flexible membrane that prevents overflowing ice falling noise.
(従来技術とその問題点)
可撓性膜製起伏堰の設置場所の近辺に住居等が隣接して
いる場合、在来は一般に越流水の落下による音に対し防
止或いは低減対策が取られてぃないので騒音公害として
問題化する場合がある。なお第1図に在来の可撓性膜製
起伏堰を示し、図中(1)は可撓性膜製例えばゴム引布
製包被(袋状体)、(4)は包被に連通ずる注排気(水
)管、(7)は膨張媒体例えば空気又は水、(8)は越
流水、(9)は河床部を示し、包被は膨張媒体を送り膨
張起立させ或いは膨張媒体を排出し収縮倒伏させること
が出来る(例えは特公昭40−11702号、特公昭4
4−2371号参照)。(Prior art and its problems) When a residence, etc. is located near the installation site of a flexible membrane undulating weir, conventional measures are generally not taken to prevent or reduce the noise caused by falling overflow water. Because there is no noise, it may become a problem as noise pollution. Fig. 1 shows a conventional undulating weir made of a flexible membrane, in which (1) is a flexible membrane, such as a rubberized cloth envelope (bag-like body), and (4) is a body that communicates with the envelope. Inlet/exhaust (water) pipe, (7) indicates an expansion medium such as air or water, (8) indicates overflow water, and (9) indicates a river bed. It can be contracted and laid down (for example, Special Publication No. 11702-11702, Special Publication No. 40-1170)
4-2371).
(発明の構成)
上記に鑑み本発明はこの騒音の防止方法を提供するもの
である。以下本発明を例示図面に就いて詳細に説明する
、ただしこれだけに限定されるものではない。(Structure of the Invention) In view of the above, the present invention provides a method for preventing this noise. The invention will now be explained in detail with reference to the illustrative drawings, but the invention is not limited thereto.
第2.3図は本発明を適用した一つの例の可撓性膜製起
伏堰の河川流れ方向で切断した図で、第3図は堰起立時
、第4図ば倒伏時である。なお第4図は第2図の丸で囲
むA部の、又第5図は第2図の丸で囲むB部拡大図であ
る。Figures 2 and 3 are views taken along the river flow direction of an undulating weir made of a flexible membrane as an example of the present invention, with Figure 3 showing the weir when it is erected and Figure 4 when it is being lowered. Note that FIG. 4 is an enlarged view of section A, which is circled in FIG. 2, and FIG. 5 is an enlarged view of section B, which is circled in FIG.
本発明に於いては、可撓性膜製包被(1)の堰倒伏時に
二つ折れ部(6)となる付近に折りたたみ得ない程度の
剛性大なる板(2)例えばスチールコート入すのゴム板
、耐食性の鋼板等の一端を固定しておく、他端は堰起立
時にこの固定部がら下流側へ、板(2)によって形成さ
れる斜面が緩勾配となるように延長して河床に固定する
ことなく放つ。この板(2)は河川流れを横断する方向
全長又は一部に設け、包被膜(1)への固定は接着等適
当手段による。(5)はこの固定手段である。In the present invention, a rigid plate (2), for example, steel coated, is inserted in the vicinity of the two-fold part (6) when the flexible membrane envelope (1) collapses. One end of a rubber plate, a corrosion-resistant steel plate, etc. is fixed. When the weir is erected, the other end is extended downstream from this fixed part so that the slope formed by the plate (2) becomes a gentle slope to the river bed. Release without fixing. This plate (2) is provided over the entire length or part of it in the direction across the river flow, and is fixed to the envelope membrane (1) by suitable means such as adhesive. (5) is this fixing means.
上記剛板(2)の頂部付近には水が流入し得る流入孔(
12)を設ける。孔(12)は図に示す如く上面の開口
面積を下面の面積子より大きくし、孔(12)がら水が
流入し易くする方がよい。流入した水は剛板(2)の下
流側端側で放たれた剛板(2)と河床部(91間から流
れ出るが、剛板の下部に水が溜り、この充満した水が越
流水圧による剛板(2)のたわみを難くしている。Near the top of the rigid plate (2) is an inflow hole (
12). As shown in the figure, it is preferable that the opening area of the upper surface of the hole (12) be larger than that of the lower surface so that water can easily flow through the hole (12). The inflowing water flows out from between the rigid plate (2) and the riverbed (91) released at the downstream end of the rigid plate (2), but water accumulates at the bottom of the rigid plate, and this filled water increases the overflow water pressure. This makes it difficult for the rigid plate (2) to bend.
上記の様にすれば越流水のなだらかな落下により騒音を
低減出来る。By doing the above, the noise can be reduced by allowing the overflow water to fall gently.
(発明の効果) 以上の様な本発明によると下記のような利点がある。(Effect of the invention) According to the present invention as described above, there are the following advantages.
堰体下流部に緩勾配斜面を形成することにより越流水を
なだらかに流下させる、従って越流氷落下による騒音を
低減する。又越流水が緩勾配斜面を流下するため越流水
脈の堰体からの剥離点の変動や水脈自身の振動が少なく
なる、従って堰体の振動を防止する。By forming a gentle slope on the downstream side of the weir body, overflow water flows down gently, thus reducing noise caused by overflowing ice falling. In addition, since the overflow water flows down a gentle slope, fluctuations in the separation point of the overflow water vein from the weir body and vibrations of the water vein itself are reduced, thereby preventing vibration of the weir body.
可撓性膜製起伏堰を河川流れ方向で切断した図を示すも
のに於いて、第1図は従来のもの、第2.6図は本発明
のものを例示している。なお第2図は堰起立時、第6図
は堰倒伏時である。
第4図は第2図の丸で囲むA部の拡大図、第5図は第2
図の丸で囲むB部の拡大図である。
(1)・・・可撓性膜製包被、(2)・・・剛性大なる
板、(4)・・・注排気(水)管、(5)・・・固定手
段、(6)・・・二つ折れ部、(7)・・・膨張媒体、
(8)・・・越流水、(9)・・・河床部、(12)・
・・孔オ 1 図
7I−2図
オ 3 図In the diagrams showing flexible membrane undulating weirs cut in the direction of river flow, FIG. 1 shows the conventional one, and FIG. 2.6 shows the one according to the present invention. Note that Figure 2 shows the weir when it is erected, and Figure 6 shows it when the weir is collapsed. Figure 4 is an enlarged view of section A, circled in Figure 2, and Figure 5 is an enlarged view of section A, circled in Figure 2.
It is an enlarged view of part B circled in the figure. (1) Flexible membrane envelope, (2) Rigid plate, (4) Inlet/exhaust (water) pipe, (5) Fixing means, (6) ...bifold part, (7)...expansion medium,
(8)...overflow water, (9)...river bed, (12)...
... Hole 1 Figure 7I-2 Figure 3
Claims (5)
れを横断する方向に取り付け、包被内部に膨張媒体たる
流体を送入し膨張、起立させ、又包被内部から膨張媒体
たる流体を排出し収縮、倒伏させるようにした堰に於い
て、堰体膨張時の堰体の下流側となる河川流れを横断す
る方向全長又は一部にわたり包被に折りたたみ得ない程
度の剛性の板の一端を予め接続固定し置き、堰体膨張時
閉性の板の接続固定していない他端側は越流水の落下点
より下流側に延長して放ち、他方上記剛板にはその下側
に水が流入出来るように予め孔を設けて置くことにより
剛性の板が越流水圧によってたわむことを防ぎ剛性の板
によって堰体の下流側に越流水がその上を流れる緩勾配
の斜面を形成し、越流水による騒音や堰体の振動を防止
、低減させるようにしたことを特徴とする可撓性膜製起
伏堰。(1) A flexible membrane envelope that forms a weir body is attached to the river bed in a direction that crosses the river flow, and a fluid serving as an inflation medium is introduced into the envelope to inflate and erect it. In a weir designed to discharge fluid as an expansion medium and cause the weir to contract and collapse, the entire length or part of the weir in the direction across the river flow on the downstream side of the weir when the weir is expanded is such that it cannot be folded into the envelope. One end of the rigid plate is connected and fixed in advance, and the other end of the plate that closes when the weir is expanded is extended downstream from the point where the overflow water falls and is released. By preparing holes in advance to allow water to flow in on the lower side, the rigid plate prevents it from bending due to overflow water pressure.The rigid plate allows overflow water to flow downstream of the weir body on a gentle slope. An undulating weir made of a flexible membrane, characterized in that it prevents and reduces noise caused by overflowing water and vibration of the weir body.
孔が上面の開口面積が下面の開口面積より大きい特許請
求の範囲第(1)項記載の可撓性膜製起伏堰。(2) The flexible membrane undulation according to claim (1), wherein the hole provided in the rigid plate so that water can flow into the lower side of the rigid plate has a larger opening area on the upper surface than the opening area on the lower surface. Weir.
倒伏時包被の二つ折れ部となる付近である特許請求の範
囲第(1)項記載の可撓性膜製起伏堰。(3) The flexible membrane undulation according to claim (1), wherein the position of the cover that connects and fixes one end of the rigid plate is near the two-fold part of the cover when the weir collapses. Weir.
ヤ入りゴム板である特許請求の範囲第(1)項記載の可
撓性膜製起伏堰。(4) An undulating weir made of a flexible membrane according to claim (1), wherein the rigid plate that cannot be folded is a rubber plate containing steel wire.
許請求の範囲第(1)項記載の可撓性膜製起伏堰。(5) The flexible membrane undulating weir according to claim (1), wherein the plate having such rigidity that it cannot be folded is a steel plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21844283A JPS60112913A (en) | 1983-11-20 | 1983-11-20 | Undulating weir made of flexible film |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21844283A JPS60112913A (en) | 1983-11-20 | 1983-11-20 | Undulating weir made of flexible film |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60112913A true JPS60112913A (en) | 1985-06-19 |
JPS629688B2 JPS629688B2 (en) | 1987-03-02 |
Family
ID=16719974
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21844283A Granted JPS60112913A (en) | 1983-11-20 | 1983-11-20 | Undulating weir made of flexible film |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60112913A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2521876B (en) * | 2014-01-07 | 2016-09-28 | Dyrhoff Ltd | An inflatable dam |
AT524660B1 (en) * | 2021-04-01 | 2022-08-15 | Hydro Construct Unternehmen Fuer Wasser Und Energietechnik Ges M B H | hose weir |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02134191U (en) * | 1989-04-10 | 1990-11-07 | ||
JPH0490679U (en) * | 1990-12-25 | 1992-08-07 | ||
JPH04122189U (en) * | 1991-04-22 | 1992-11-02 | けい子 家永 | Gap member provided at the bottom of the door and door body |
-
1983
- 1983-11-20 JP JP21844283A patent/JPS60112913A/en active Granted
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2521876B (en) * | 2014-01-07 | 2016-09-28 | Dyrhoff Ltd | An inflatable dam |
AT524660B1 (en) * | 2021-04-01 | 2022-08-15 | Hydro Construct Unternehmen Fuer Wasser Und Energietechnik Ges M B H | hose weir |
AT524660A4 (en) * | 2021-04-01 | 2022-08-15 | Hydro Construct Unternehmen Fuer Wasser Und Energietechnik Ges M B H | hose weir |
EP4071306A1 (en) | 2021-04-01 | 2022-10-12 | "Hydro-Construct" Unternehme für Wasser- und Energietechnik Gessellschaft m.b.H. | Hose weir |
Also Published As
Publication number | Publication date |
---|---|
JPS629688B2 (en) | 1987-03-02 |
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