JPS6052247B2 - Gate bottom water stop ventilation device - Google Patents
Gate bottom water stop ventilation deviceInfo
- Publication number
- JPS6052247B2 JPS6052247B2 JP1386582A JP1386582A JPS6052247B2 JP S6052247 B2 JPS6052247 B2 JP S6052247B2 JP 1386582 A JP1386582 A JP 1386582A JP 1386582 A JP1386582 A JP 1386582A JP S6052247 B2 JPS6052247 B2 JP S6052247B2
- Authority
- JP
- Japan
- Prior art keywords
- ventilation
- lip
- water stop
- downstream
- bottom 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.)
- Expired
Links
- 238000009423 ventilation Methods 0.000 title claims description 40
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 35
- 238000009434 installation Methods 0.000 claims description 2
- 210000003462 vein Anatomy 0.000 description 11
- 238000011144 upstream manufacturing Methods 0.000 description 6
- 238000005273 aeration Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000005282 brightening Methods 0.000 description 1
- 239000002184 metal Substances 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
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/52—Equipment preventing vibration of gates
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、ダムに設けられる放流調節ゲートの底部止
水部における通気装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an aeration device at the bottom water stop portion of a discharge control gate provided in a dam.
第1図にダムの一般例が示されている。 A general example of a dam is shown in Figure 1.
すなわち1はダム本体で、その中間部には放流路2が、
上部には越流路3が形成される。前記放流路2には放流
調整ゲート4が設けられ、また越流路3には越流ゲート
5が設けられる。そして放流調整ゲート4の底部止水部
には通気箱6が設けられる。第2図、第3図に従来の通
気箱6付近が示されている。すなわち7は通気箱6の上
流に配設された戸当り金物で、その上面には底部上ゴム
8が取付けられている。前記通気箱6の天板9は複数の
通気孔10を有し、さらに下流の底面板11に接続して
いる。第2図に示すように放流水脈12が放 流路底面
から剥離する個所が生ずる場合がある。 このような場
合、水脈剥離個所には負圧、キャビ テーションを発生
し、放流路底面が漬蝕する。これを防止するために、適
当な個所に外部から通気する装置、すなわち前記通気箱
6が必要となる。 ところで、第2図に示すような所期
の開度(開扉)状態においては問題ないが、ゲート4を
全閉状態から所期の開度に開扉操作する過程て通過する
微小開度では、第3図に示すように底部止水ゴム8に沿
う放流水脈12Aが生じる。また、近年水資源の有効利
用の観点より、同一水系のダム群がコンピュータにより
統合管理され、ゲート4の微小開度放流が要求されてい
る。この微小開度による長時間放流時には、底部止水ゴ
ム8に沿う前述した放流水脈12Aが生じ、次のような
問題が生じる。すなわち、微小開度時の放流水脈12A
が通気孔10に侵入し、通気箱6の断面を狭ばめたり、
場合によつては満水状態にして通気機能を著しく阻害す
る。 本発明は、ダムに設けられる放流調節ゲートの底
部止水部における通気装置てあつて、底部止水ゴム配設
位置の下流に通気箱を設け、この通気箱の上部に下流側
が上位となるように傾斜したジャンプリップを設け、こ
のジャンプリップの下方に;位置する整流板を下流の底
面板に接続して、前記ジャンプリップと整流板とにより
下流側に向く通気開孔を形成し、前記通気箱を通気開孔
に連通したことを特徴とするゲート底部止水部通気装置
を提供するものであり、かかる構成によると、微小開度
時の放流水脈はジアップリップに衝突し、これにより通
気箱部をジアップさせて下流に流すことができ、また通
気開孔はジアップリップの下方において下流側に向いて
いることから、該通気開孔に対して放流水脈が侵入する
ことを防止できる。In other words, 1 is the dam body, and in the middle part there is a discharge channel 2.
An overflow passage 3 is formed in the upper part. The discharge passage 2 is provided with a discharge adjustment gate 4, and the overflow passage 3 is provided with an overflow gate 5. A ventilation box 6 is provided at the bottom water stop portion of the discharge adjustment gate 4. The vicinity of the conventional ventilation box 6 is shown in FIGS. 2 and 3. That is, 7 is a door stop metal fitting arranged upstream of the ventilation box 6, and a bottom upper rubber 8 is attached to its upper surface. The top plate 9 of the ventilation box 6 has a plurality of ventilation holes 10 and is connected to a bottom plate 11 located further downstream. As shown in Fig. 2, there may be places where the discharge water vein 12 separates from the bottom of the discharge channel. In such a case, negative pressure and cavitation will occur at the location where the water vein separates, and the bottom of the outlet channel will be eroded. In order to prevent this, a device for ventilating appropriate locations from the outside, that is, the vent box 6 is required. By the way, there is no problem when the gate is opened at the desired opening (opening) as shown in Figure 2, but when the gate 4 is opened to the desired opening from the fully closed state, there is no problem when the opening is small. As shown in FIG. 3, a discharge water vein 12A is generated along the bottom water stop rubber 8. Furthermore, in recent years, from the viewpoint of effective use of water resources, groups of dams in the same water system have been integrated and managed by computers, and it has become necessary to release water at minute openings of the gates 4. When water is discharged for a long time due to this minute opening, the above-mentioned discharge water vein 12A is generated along the bottom water stop rubber 8, causing the following problem. In other words, the discharge water vein 12A at the minute opening degree
enters the ventilation hole 10 and narrows the cross section of the ventilation box 6,
In some cases, it may be filled with water, which significantly impairs the ventilation function. The present invention provides an aeration device at the bottom water stop part of a discharge control gate provided in a dam, and a ventilation box is provided downstream of the bottom water stop rubber installation position, and the downstream side is placed above the ventilation box. A jump lip is provided that is inclined to the side, and a baffle plate located below the jump lip is connected to a downstream bottom plate, and a ventilation hole facing downstream is formed by the jump lip and the baffle plate, and the The present invention provides a gate bottom water stop ventilation device characterized in that a box is communicated with a ventilation hole. According to this configuration, a stream of discharged water at a minute opening collides with a zipper lip, thereby preventing ventilation. The box part can be zipped up to allow water to flow downstream, and since the ventilation openings are directed downstream below the zip-up lip, it is possible to prevent discharged water from entering the ventilation openings.
以下、本発明の一実施例を第4図に基づいて説明する。Hereinafter, one embodiment of the present invention will be described based on FIG. 4.
20はダム本体、21は放流路、22は放流調整ゲート
である。この放流調整ゲート22の底部止水部には通気
箱23が設けられ、この通気管23の上流には戸当り金
物24が配設される。そして戸当り金物24の上面には
底部止水ゴム25が取付けられている。前記通気箱23
の上流側天板は、下流側が上位となるように傾斜したジ
アップリップ26により形成され、そしてこのジアップ
リップ26の下方に位置する整流板27を設けている。
この整流板27は通気箱23の上部を完全に覆い、その
上流部側の大部分は前記ジ・アップリップ26と同方向
に傾斜している。これにより、前記ジアップリップ26
と整流板27とによつて下流側に向く通気開孔28を形
成している。そして整流板27の最上流部に通気孔29
を形成すると共に、通気箱23内の仕切板30にも通気
孔31を形成し、以つて前記通気箱23を通気開孔28
に連通している。前記整流板27は下流の底面板32に
接続している。ゲート22が微小開度のとき、放流水脈
33は.ジアップリップ26に衝突し、そして上向きに
ジアップされて通気開孔28の部分を越えたのち底面板
32に案内されて下流へと流れる。20 is a dam body, 21 is a discharge channel, and 22 is a discharge adjustment gate. A ventilation box 23 is provided at the bottom water stop portion of the discharge adjustment gate 22, and a doorstop hardware 24 is provided upstream of the ventilation pipe 23. A bottom water stop rubber 25 is attached to the upper surface of the door stop hardware 24. The ventilation box 23
The upstream top plate is formed by a zip-up lip 26 that is inclined so that the downstream side is upper, and a rectifying plate 27 is provided below the zip-up lip 26.
This current plate 27 completely covers the upper part of the ventilation box 23, and most of its upstream side is inclined in the same direction as the upstream lip 26. As a result, the zip-up lip 26
and the rectifying plate 27 form a ventilation hole 28 facing downstream. A ventilation hole 29 is provided at the most upstream part of the current plate 27.
At the same time, a ventilation hole 31 is also formed in the partition plate 30 inside the ventilation box 23, so that the ventilation box 23 is connected to the ventilation opening 28.
is connected to. The current plate 27 is connected to the downstream bottom plate 32. When the gate 22 is slightly opened, the discharge water vein 33 is . The air collides with the zip-up lip 26, is zipped upward, passes through the ventilation opening 28, and then is guided by the bottom plate 32 and flows downstream.
なお比較的大開度のときには、ジアップリップ26に衝
突せずに底面板32に衝突し、以つてジアップリップ2
6に対する衝撃はなくなる。上記構成の本発明における
ゲート底部止水部通気装置によれば、微小開度時の放流
水脈はジアップリップに衝突し、これにより放流水脈は
通気箱部をジアップさせて下流に流すことができ、また
通気開孔はジアップリップの下方において下流側に向い
ていることから、該通気開口に対して放流水脈が侵入す
ることを防止できる。Note that when the opening is relatively large, the zip-up lip 26 collides with the bottom plate 32, and the zip-up lip 26 collides with the bottom plate 32.
The impact on 6 is gone. According to the gate bottom water stop ventilation device of the present invention having the above configuration, the discharged water vein collides with the zip-up lip when the opening degree is small, so that the discharge water vein can zip up the ventilation box section and flow downstream. Furthermore, since the ventilation hole faces downstream below the zip-up lip, it is possible to prevent discharged water from entering the ventilation hole.
さらに比較的大開度時の放流水脈が衝突しない位置にジ
アップリップが設けられていることから、該ジアップリ
ップが不測に破損されることを防止でき、しかも整流板
が下流の底面板に接続されていることから、比較的大開
度時の放流水脈は下流にスムーズ(円滑)に流すことが
できる。Furthermore, since the zip-up lip is provided at a position where the discharge water veins do not collide when the opening is relatively large, it is possible to prevent the zip-up lip from being accidentally damaged, and the current plate is connected to the downstream bottom plate. Because of this, the discharge water vein can flow smoothly downstream when the opening is relatively large.
第1図はダムの一般例を示す縦断面図、第2図、第3図
は従来例の要部縦断面図、第4図は本発明の一実施例を
示す要部縦断面図である。
20・・・・・・ダム本体、21・・・・・・放流路、
22・・放流調整ゲート、23・・・・・・通気箱、2
4・・・・・・戸当り金物、25・・・・・底部止水ゴ
ム、26・・・・ジアップリップ、27・・・・・・整
流板、28・・・・・・通気開孔、29・・・・・通気
孔、30・・・・・・仕切板、31・・・・・・通気孔
、32・・・・・・底面板、33・・・・・・放流水脈
。FIG. 1 is a longitudinal sectional view showing a general example of a dam, FIGS. 2 and 3 are longitudinal sectional views of main parts of a conventional example, and FIG. 4 is a longitudinal sectional view of main parts showing an embodiment of the present invention. . 20... Dam body, 21... Outlet channel,
22... Discharge adjustment gate, 23... Ventilation box, 2
4...Door stop hardware, 25...Bottom water stop rubber, 26...Zip lip, 27...Brightening plate, 28...Vent opening Hole, 29...Vent hole, 30...Partition plate, 31...Vent hole, 32...Bottom plate, 33...Discharge water vein .
Claims (1)
ける通気装置であつて、底部止水ゴム配設位置の下流に
通気箱を設け、この通気箱の上部に下流側が上位となる
ように傾斜したジャンプリップを設け、このジャンプリ
ップの下方に位置する整流板を下流の底面板に接続して
、前記ジャンプリップと整流板とにより下流側に向く通
気開孔を形成し、前記通気箱を通気開孔に連通したこと
を特徴とするゲート底部止水部通気装置。1. A ventilation device for the bottom water stop part of a discharge control gate installed in a dam, with a ventilation box provided downstream of the bottom water stop rubber installation position, and a ventilation box slanted at the top so that the downstream side is the upper side. A jump lip is provided, a baffle plate located below the jump lip is connected to a downstream bottom plate, the jump lip and the baffle plate form a ventilation hole facing downstream, and the ventilation box is opened for ventilation. A gate bottom water stop ventilation device characterized by communicating with a hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1386582A JPS6052247B2 (en) | 1982-01-29 | 1982-01-29 | Gate bottom water stop ventilation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1386582A JPS6052247B2 (en) | 1982-01-29 | 1982-01-29 | Gate bottom water stop ventilation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58131215A JPS58131215A (en) | 1983-08-05 |
| JPS6052247B2 true JPS6052247B2 (en) | 1985-11-18 |
Family
ID=11845136
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1386582A Expired JPS6052247B2 (en) | 1982-01-29 | 1982-01-29 | Gate bottom water stop ventilation device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6052247B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62179945U (en) * | 1986-05-02 | 1987-11-14 |
-
1982
- 1982-01-29 JP JP1386582A patent/JPS6052247B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62179945U (en) * | 1986-05-02 | 1987-11-14 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58131215A (en) | 1983-08-05 |
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