JPS5844810B2 - Flexible membrane undulating weir - Google Patents
Flexible membrane undulating weirInfo
- Publication number
- JPS5844810B2 JPS5844810B2 JP56059526A JP5952681A JPS5844810B2 JP S5844810 B2 JPS5844810 B2 JP S5844810B2 JP 56059526 A JP56059526 A JP 56059526A JP 5952681 A JP5952681 A JP 5952681A JP S5844810 B2 JPS5844810 B2 JP S5844810B2
- Authority
- JP
- Japan
- Prior art keywords
- flexible membrane
- weir
- envelope
- cushioning material
- undulating weir
- 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
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)
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な形成する可撓性膜例えばゴム
引布製包被(袋状体)を少くとも河床部に河を横断する
方向に取り付け、包被内部に連通ずる注排気(水)管か
ら空気又は水或いはその両者等流体を送り膨張起立さそ
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)。A flexible membrane undulating weir is a weir with a flexible membrane, such as a bag made of rubberized cloth, attached to at least the riverbed in the direction across the river, and an inlet and exhaust pipe communicating with the inside of the weir. (Water) A fluid such as air, water, or both is sent from a pipe to cause the pipe to expand and stand up, or discharge the fluid from the inside of the envelope to cause the pipe to contract and fall down. (see issue).
この種の起伏堰に於いて、堰倒伏時流水と共に流下する
転石等による包被膜の損傷防止のため包被内側及び包被
内底部に緩衝材を配設することが知られている。In this type of undulating weir, it is known to provide a cushioning material inside the sheath and at the bottom of the sheath in order to prevent the sheath from being damaged by boulders and the like that flow down with the water when the weir collapses.
第1図は在来の上記緩衝材を配設した可撓性膜製起伏堰
の一9IJである(例えば特公昭53−23021号参
照)。FIG. 1 shows a conventional undulating weir made of a flexible membrane, 9IJ, equipped with the above-mentioned buffer material (see, for example, Japanese Patent Publication No. 53-23021).
なお第1図に於いて1は可撓性膜製包被、2は河床、3
,3”は緩衝材、4.4”は緩衝材固定用袋、5は上流
水、6は注排気(水)パイプ、7は上流側包被取付部、
8は下流側包被取付部、10はシールシートを示し、実
線は堰膨張起立時、仮想線は堰収縮倒伏時を表わしてい
る。In Fig. 1, 1 is a flexible membrane envelope, 2 is a river bed, and 3 is a flexible membrane envelope.
, 3" is a cushioning material, 4.4" is a bag for fixing the cushioning material, 5 is upstream water, 6 is an inlet/exhaust (water) pipe, 7 is an upstream cover mounting part,
Reference numeral 8 indicates a downstream cover mounting portion, 10 indicates a sealing sheet, solid lines indicate when the weir is inflated and raised, and imaginary lines indicate when the weir is contracted and collapsed.
上記に於いて河口堰等下流側の水位が高い状態で包被を
収縮させると緩衝材が有する剛性等により第2図の如き
形状となる。In the above case, when the envelope is contracted when the water level on the downstream side of the estuary weir is high, the shape as shown in FIG. 2 is formed due to the rigidity of the cushioning material.
このような状態で河川に流速がある場合包被の下流側取
付部の隆起部分が流れに対して抵抗体となり、この部分
が動揺することにより包被の二つ折れ先端附近9が河床
面と擦れ摩耗損傷の原因となる。If there is a flow velocity in the river in such a state, the raised part of the downstream attachment part of the envelope will act as a resistance to the flow, and as this part moves, the area near the two-fold tip 9 of the envelope will touch the river bed surface. This may cause friction and wear damage.
本発明はこの点に鑑み考究されたものである、以下例示
図面に就いて詳細に説明する。The present invention has been studied in view of this point, and will be described in detail below with reference to illustrative drawings.
第3,4図は本発明の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図は堰倒伏時である。Figures 3 and 4 are views of the undulating weir of the present invention taken along the river flow direction, with Figure 3 showing the weir when it is erected, and Figure 4 when the weir is falling down.
1は可撓性膜製例えばゴム引布製包被、2は河床、3.
3′は緩衝材例えば発泡ポリエチレン、4,4′は緩衝
材固定用袋例えばゴム引布袋、6は注排気(水)パイプ
、5は上流水、7及び8は上流側及び下流側包被取付部
、10はシールシートを示している。1 is a cover made of a flexible membrane, for example rubberized cloth; 2 is a riverbed; 3.
3' is a cushioning material such as foamed polyethylene, 4 and 4' are bags for fixing the cushioning material, such as rubberized cloth bags, 6 is an inlet/exhaust (water) pipe, 5 is upstream water, 7 and 8 are upstream and downstream cover attachments. Section 10 indicates a seal sheet.
即ち本発明に於いては流れ方向の包被取付間の床部及び
包被が収縮したときに包被の下流側取付位置より下流側
の包被が載置される範囲の床部に緩衝材を配設し包被内
側には緩衝材を設けていない。That is, in the present invention, a cushioning material is provided on the floor between the attachments of the envelope in the flow direction and in the floor area where the envelope is placed downstream from the downstream attachment position of the envelope when the envelope contracts. There is no cushioning material inside the envelope.
従って堰下流水位がある場合に包被を収縮させても、下
流側取付附近の包被が折れ曲るのみであり流れに対する
抵抗体が生ぜず、包被の二つ折れ先端付近9が動揺せず
冒頭記載のような包被の摩耗損傷を生じない。Therefore, even if the sheath is contracted when there is a water level downstream of the weir, the sheath near the attachment on the downstream side will only be bent, creating no resistance to the flow, and the area near the two-fold tip 9 of the sheath will not sway. First, there is no wear and tear on the envelope as mentioned at the beginning.
なお緩衝材3,3′内部又は側部に高比重材11゜11
′を設ければ緩衝材が水により浮き上るのを防止出来る
。In addition, there is high specific gravity material 11°11 inside or on the sides of the cushioning materials 3 and 3'.
′ can prevent the cushioning material from floating up due to water.
父上配本発明の説明側図に於いて緩衝材3,3′は夫り
一連続的に設けているが、それらは夫々区切って設けて
も勿論差支えない。Although the cushioning materials 3 and 3' are provided in a continuous manner in the side view for explaining the present invention, it goes without saying that they may be provided separately.
図面は何れも緩衝材を備える可撓性膜製起伏堰を河川流
れ方向で切断した図であって、第1図は従来の堰、第2
図は従来の堰の欠点を説明する図、第3図は本発明の堰
の起立時を示す図、第4図は本発明の堰の倒伏時な示す
図を夫々例示している。
1・・・可撓性膜製包被、2・・・河床、3.3’、
3”・・・緩衝材、4,4.4” ・・・緩衝材固定用
袋、5・・・上流水、6・・・注排気(水)パイプ、7
・・・上流側包被取付部、8・・・下流側包被取付部、
9・・・包被の二つ折れ先端附近、10・・・シールシ
ート、11..11’・・・高比重材。Each of the drawings shows a flexible membrane undulating weir equipped with a cushioning material cut in the direction of river flow; Fig. 1 shows a conventional weir, and Fig. 2
The figure illustrates the drawbacks of the conventional weir, FIG. 3 shows the weir of the present invention when it is erected, and FIG. 4 shows the weir of the present invention when it is collapsed. 1... Flexible membrane envelope, 2... Riverbed, 3.3',
3"...Buffer material, 4,4.4"...Bag for fixing the buffer material, 5...Upstream water, 6...Inlet/exhaust (water) pipe, 7
... Upstream side cover attachment part, 8... Downstream side cover attachment part,
9... Near the bifold tip of the envelope, 10... Seal sheet, 11. .. 11'...High specific gravity material.
Claims (1)
向に取り付は包被内部に流体を送り膨張起立させ又包被
内部から流体を排出し収縮倒伏させるようにした堰に於
いて、流れ方向の包被取り付は間の床部及び包被が収縮
したとき包被の下流側取り付は位置より下流側の包被が
載置針%範囲の床部に緩衝材を配設したことを特徴とす
る可撓性膜製起伏堰。 2 配設した緩衝材の内部に高比重材を有する特許請求
の範囲第1項記載の可撓性膜製起伏堰。 3 配設した緩衝材の側部に高比重材を有する特許請求
の範囲第1項記載の可撓性膜製起伏堰。[Scope of Claims] 1. A flexible membrane envelope is attached to at least a river bed in a direction across the river, and fluid is supplied to the interior of the envelope to cause it to expand and stand up, and fluid is discharged from the interior of the envelope to cause it to contract and fall down. In weirs that are designed to An undulating weir made of a flexible membrane characterized by having a cushioning material arranged in the part. 2. The flexible membrane undulating weir according to claim 1, which has a high specific gravity material inside the provided cushioning material. 3. The flexible membrane undulation weir according to claim 1, which has a high specific gravity material on the side of the cushioning material provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56059526A JPS5844810B2 (en) | 1981-04-19 | 1981-04-19 | Flexible membrane undulating weir |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56059526A JPS5844810B2 (en) | 1981-04-19 | 1981-04-19 | Flexible membrane undulating weir |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57174514A JPS57174514A (en) | 1982-10-27 |
| JPS5844810B2 true JPS5844810B2 (en) | 1983-10-05 |
Family
ID=13115799
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56059526A Expired JPS5844810B2 (en) | 1981-04-19 | 1981-04-19 | Flexible membrane undulating weir |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5844810B2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5137878Y2 (en) * | 1972-11-16 | 1976-09-17 | ||
| JPS5323021B2 (en) * | 1974-05-10 | 1978-07-12 |
-
1981
- 1981-04-19 JP JP56059526A patent/JPS5844810B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57174514A (en) | 1982-10-27 |
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