JPS5936052B2 - Flexible membrane undulating weir - Google Patents
Flexible membrane undulating weirInfo
- Publication number
- JPS5936052B2 JPS5936052B2 JP55111511A JP11151180A JPS5936052B2 JP S5936052 B2 JPS5936052 B2 JP S5936052B2 JP 55111511 A JP55111511 A JP 55111511A JP 11151180 A JP11151180 A JP 11151180A JP S5936052 B2 JPS5936052 B2 JP S5936052B2
- Authority
- JP
- Japan
- Prior art keywords
- flexible membrane
- weir
- water
- river
- 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
Links
Landscapes
- Barrages (AREA)
Description
【発明の詳細な説明】 本発明は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 a flexible membrane undulating weir.
可撓性膜製起伏堰は堰体を形成する可撓性膜製包被(袋
状体)を少なくとも河床部に河を横断する方向に取り付
け、包被内部にそれに連通ずる注排気(水)管から空気
、水又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)
この種起伏堰のうちダブルクランプ方式(上、下流に河
床との取付部分のあるタイプ)のものは、第1図の如く
包被を形成する可撓性膜例えば本体ゴム引布1及びシー
ルシート即ち水、気密シート2により包被内部の水、気
密を保っており、なおかつ土流水3からシールシート2
と河床コンクリート4との間を通って下流へ抜けない様
に取付部分において水密構造をほどこしている。A flexible membrane undulating weir has a flexible membrane sheath (bag-like body) that forms the weir body attached to at least the river bed in the direction across the river, and an inlet and an exhaust (water) connected to the weir inside the sheath. A fluid such as air, water, or both is sent through the tube to cause the tube to expand and stand up, or the fluid is discharged from the inside of the envelope to cause the tube to collapse (for example, Japanese Patent Publication No. 11702-1970, Japanese Patent Publication No. 11702-1971).
(Refer to No. 2371) Among these types of undulating weirs, those of the double clamp type (types with attachment parts to the riverbed on the upper and downstream sides) have a flexible membrane that forms the envelope, such as a rubber-coated main body, as shown in Figure 1. 1 and the seal sheet, that is, water, and the airtight sheet 2 maintains the water and airtightness inside the envelope, and the seal sheet 2 is kept from the soil flow water 3.
A watertight structure is provided at the attachment part so that it does not pass downstream between the riverbed concrete 4 and the riverbed concrete 4.
なお第1図中5は緩衝材、6,6′は上、下流のクラン
プである。In FIG. 1, 5 is a buffer material, and 6 and 6' are upper and downstream clamps.
ところがコンクリートにクラック8があると、第2図の
様に河床コンクリート4とシールシート20間に水7が
入りシールシートが浮き上がってしまう。However, if there is a crack 8 in the concrete, water 7 will enter between the river bed concrete 4 and the seal sheet 20, causing the seal sheet to float as shown in FIG.
処で第2図の状態で堰が倒伏すると第3図の様に河川断
面を疎害する。If the weir collapses in the condition shown in Figure 2, it will disturb the river cross section as shown in Figure 3.
河床断面を疎害することは出水時洪水の原因となる。Disturbing the riverbed cross section will cause flooding when water comes out.
又本体ゴム引布が河床より持上がっているとその部分が
転石、土砂流等により摩耗する。Also, if the main body rubber-coated fabric is raised above the river bed, that part will be worn away by boulders, mudflow, etc.
本発明は上記問題点を解消するため考究されたものであ
る。The present invention has been studied to solve the above problems.
以下例示図面に就いて本発明の詳細な説明する、たyし
これだけに限定されるものではない。The invention will now be described in detail with reference to the drawings, which are illustrative, but not restrictive.
第4図は本発明の起伏堰の断面図を例示している。FIG. 4 illustrates a cross-sectional view of the undulating weir of the present invention.
第4図中9は水抜き口、10は操作室、11はパイプラ
イン、12はバルブを示し、その他第1図と同一符号は
同一部位を示している。In FIG. 4, 9 indicates a water drain port, 10 indicates an operation chamber, 11 indicates a pipeline, 12 indicates a valve, and the same reference numerals as in FIG. 1 indicate the same parts.
即ち本発明に於いては、シールシート2が河床4面と接
する部分において河床面に少なくとも一箇所の水抜き口
9を設け、操作室10内へパイプライン11を引込んで
おきバルブ12をつける。That is, in the present invention, at least one water drain port 9 is provided in the river bed surface at a portion where the seal sheet 2 contacts the river bed surface 4, a pipeline 11 is drawn into the operation chamber 10, and a valve 12 is attached.
上記によりシールシートと河床面との間に水がたまり堰
が倒伏した時に河川断面を疎害する場合は操作室内のバ
ルブを開くことにより水を抜(ことができる。If water accumulates between the seal sheet and the river bed surface and harms the river cross section when the weir collapses, the water can be drained by opening the valve in the operation chamber.
または上記に代え第5図に示す様にパイプライン11途
中にドレインボックス13を設げポンプ14により水を
抜いても良い。Alternatively, instead of the above, as shown in FIG. 5, a drain box 13 may be provided in the middle of the pipeline 11 and water may be drained by a pump 14.
以上のような本発明に於いては下記のような利点がある
。The present invention as described above has the following advantages.
シールシートと河床面との間にたまった水を抜くための
排水口を河床面に設けている。A drainage port is provided on the river bed to drain water accumulated between the seal sheet and the river bed.
従ってシールシートと河床面との間に水がたまるごとに
より堰の倒伏時本体ゴム引布が河川断面を疎害すること
を防止することができる。Therefore, it is possible to prevent the main body rubber-coated fabric from damaging the river cross section when the weir is collapsed due to water accumulating between the seal sheet and the river bed surface.
父上記たまった水によるゴム引布の河床部よりの持ち上
り部分の転石、土砂流等による摩耗を防止出来る。It is possible to prevent the parts of the rubber-coated fabric raised from the river bed from being worn out by boulders, mudflow, etc. due to accumulated water.
第1図は従来のダブルクランプ方式の可撓性膜製起伏堰
の河川流れ方向で切断した断面図、第2図は第1図の起
伏堰の問題点を説明する図、第3図は第2図の問題点が
生じた場合の堰倒伏時の状態を説明する図、第4図は本
発明のダブルクランプ方式の1工撓性膜製起伏堰を説明
する図で堰は河川流れ方向で切断した図、第5図は本発
明の起伏堰の他の例を説明する図を夫々例示している。
1・・・包被を形成する可撓性膜例えばゴム引布、2・
・・シールシート、3・・・上流水、4・・・河床コン
クリート、5・・・緩衝材、6・・・上流のクランプ、
6′・・・下流のクランプ、7・・・水、8・・・クラ
ック、9・・・水抜き口、10・・・操作室、11・・
・パイプライン、12・・・バルブ、13・・・ドレン
ボックス、14・・・ポンプ。Figure 1 is a cross-sectional view of a conventional double-clamp type flexible membrane undulating weir taken in the river flow direction, Figure 2 is a diagram explaining the problems of the undulating weir shown in Figure 1, and Figure 3 is a cross-sectional view of a conventional double-clamp type flexible membrane undulating weir. Figure 2 is a diagram explaining the state of the weir when it collapses when the problem occurs, and Figure 4 is a diagram explaining the double clamp type one-piece flexible membrane undulating weir of the present invention, where the weir is in the river flow direction. The cutaway view and FIG. 5 each illustrate a diagram illustrating another example of the undulating weir of the present invention. 1... Flexible membrane forming the envelope, such as rubberized cloth, 2...
... Seal sheet, 3... Upstream water, 4... River bed concrete, 5... Buffer material, 6... Upstream clamp,
6'...Downstream clamp, 7...Water, 8...Crack, 9...Water drain port, 10...Operation room, 11...
・Pipeline, 12... Valve, 13... Drain box, 14... Pump.
Claims (1)
河床部に河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便に於いて、水、気密シートと接
する河床面に於いて、少(とも1箇所の水抜き口を設け
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 riverbed in the upper and downstream directions in a direction across the river, and fluid is sent into the envelope to cause it to expand or to discharge fluid from inside the envelope. An undulating weir made of a flexible membrane characterized by having at least one drainage port provided on the riverbed surface in contact with water and an airtight sheet in a deflated defecation system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55111511A JPS5936052B2 (en) | 1980-08-12 | 1980-08-12 | Flexible membrane undulating weir |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55111511A JPS5936052B2 (en) | 1980-08-12 | 1980-08-12 | Flexible membrane undulating weir |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5736206A JPS5736206A (en) | 1982-02-27 |
| JPS5936052B2 true JPS5936052B2 (en) | 1984-09-01 |
Family
ID=14563155
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55111511A Expired JPS5936052B2 (en) | 1980-08-12 | 1980-08-12 | Flexible membrane undulating weir |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5936052B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108221841B (en) * | 2017-12-29 | 2020-12-22 | 华北水利水电大学 | A honeycomb dam slope protection structure |
-
1980
- 1980-08-12 JP JP55111511A patent/JPS5936052B2/en not_active Expired
Non-Patent Citations (1)
| Title |
|---|
| FABRITANK=1968 * |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5736206A (en) | 1982-02-27 |
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