JPS6052249B2 - Gate bottom water stop ventilation device - Google Patents
Gate bottom water stop ventilation deviceInfo
- Publication number
- JPS6052249B2 JPS6052249B2 JP1386782A JP1386782A JPS6052249B2 JP S6052249 B2 JPS6052249 B2 JP S6052249B2 JP 1386782 A JP1386782 A JP 1386782A JP 1386782 A JP1386782 A JP 1386782A JP S6052249 B2 JPS6052249 B2 JP S6052249B2
- Authority
- JP
- Japan
- Prior art keywords
- ventilation
- water stop
- bottom water
- gate
- ventilation box
- 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 41
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 39
- 238000009434 installation Methods 0.000 claims description 2
- 210000003462 vein Anatomy 0.000 description 11
- 238000005273 aeration Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 230000002401 inhibitory effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000926 separation method Methods 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図は従来の通
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、その上面には底部止水ゴ
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、
放流路底面が潰蝕する。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で通過する微小開
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に浸入し、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。ま
た通気箱6内に流入した水の排除は容易に行なえない。
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、この通気箱の天板で前記底部止
水ゴム側端部に複数の通気孔を形成し、これら通気孔の
全部または一部を通気箱内に配設したパイプに連通し、
このパイプの下端に吸込口を形成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てあり、かか
る構成によると、微小開度時の放流水脈は常に通気孔の
上部を通して下流に流すことができ、また万一、通気箱
内に水が流入したとしても、前述した負圧によつてバイ
ブ内に生じる吸引作用により、吸込口ならびにバイブを
介して該水を放流路側に自動的に排出することができる
。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. 2 and 3 show the vicinity of the conventional ventilation box 6. That is, 7 is a door stop metal fitting disposed upstream of the ventilation box 6, and a bottom water stop 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 surface of the discharge channel. In such a case, negative pressure and cavitation occur at the water vein separation site,
The bottom of the outlet channel is 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 opening is at the desired opening (opening) as shown in Figure 2, but when the gate 4 is opened at a small opening during the process of opening the gate 4 from the fully closed state to the desired opening. 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. That is, the discharged water vein 12A at a minute opening enters the ventilation hole 10, narrowing the cross section of the ventilation box 6, or in some cases causing the ventilation box 6 to be filled with water, thereby significantly inhibiting the ventilation function. Furthermore, water that has flowed into the ventilation box 6 cannot be easily removed.
The present invention is an aeration device for the bottom water stop part of a discharge control gate provided in a dam, in which a ventilation box is provided downstream of the bottom water stop rubber installation position, and the top plate of the ventilation box is used to connect the bottom water stop rubber A plurality of ventilation holes are formed at the side ends, and all or part of these ventilation holes are communicated with a pipe arranged in the ventilation box,
This invention provides a gate bottom water stop ventilation device characterized by forming a suction port at the lower end of the pipe. According to this configuration, the discharged water vein at the minute opening always flows downstream through the upper part of the ventilation hole. Even if water were to flow into the ventilation box, the suction action generated within the vibrator due to the negative pressure mentioned above will automatically direct the water to the outlet side through the suction port and the vibrator. can be discharged.
以下、本発明の一実施例を第4図を基づいて説明する。An embodiment of the present invention will be described below with reference to FIG.
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、この通気箱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
を構成する天板26の前記底部止水ゴム25側の端部に
は、上下方向に貫通する複数個の通気孔27が形成され
ている。これら通気孔27の全部または一部にその上端
が連通するバイブ28が前記通気箱23内に配設され、
そしてバイブ28の下端に吸込口29が形成されている
。前記通気箱23内の仕切板30には通気孔31が形成
され、以つて前記通気箱23内を通気開孔27に連通し
ている。前記天板26は下流の底面板32に接続してい
る。第4図実線に示すように、ゲート22が微小開度の
とき、放流水脈33Aは接触角の外側に形成した通気孔
27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 door stop hardware 24 is provided upstream of this ventilation box 23. A bottom water stop rubber 25 is attached to the upper surface of the door stop hardware 24. The ventilation box 23
A plurality of ventilation holes 27 are formed in the end portion of the top plate 26 composing the bottom water stop rubber 25 side, which penetrates in the vertical direction. A vibrator 28 whose upper end communicates with all or part of these ventilation holes 27 is disposed within the ventilation box 23,
A suction port 29 is formed at the lower end of the vibrator 28. A ventilation hole 31 is formed in the partition plate 30 inside the ventilation box 23, thereby communicating the inside of the ventilation box 23 with the ventilation opening 27. The top plate 26 is connected to a downstream bottom plate 32. As shown by the solid line in FIG. 4, when the gate 22 is slightly opened, the discharged water vein 33A passes over the vent hole 27 formed outside the contact angle, and then is guided by the bottom plate 32 and flows downstream.
なお第4図仮想線に示すように比較的大開度のときには
、放流水脈33は天板26に衝突せずに底面板32に衝
突し下流に流れる。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通
気箱の下流側に衝突し、これにより放流水脈は通気孔の
上方を通して下流に流すことができる。Note that when the opening degree is relatively large as shown by the imaginary line in FIG. 4, the discharged water vein 33 does not collide with the top plate 26, but collides with the bottom plate 32 and flows downstream. According to the gate bottom water stop ventilation device of the present invention having the above configuration, the discharged water vein collides with the downstream side of the ventilation box when the opening degree is small, thereby allowing the discharged water vein to flow downstream through the upper part of the vent hole. .
万一、通気箱内に水が流入したとしても、発生する負圧
によつてバイブ内に生じる吸引作用により、吸込口なら
びにバイブを介して、通気箱内に溜つている水を放流路
側に自動的に排出することができる。Even if water were to flow into the ventilation box, the suction action generated within the vibrator due to the negative pressure generated will automatically direct the water accumulated in the ventilation box to the outlet side through the suction port and the vibrator. can be discharged.
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・・・・・・天板、27・・・・・通気孔、2
8・・・・・・バイブ、29・・吸込口、30・・・・
・・仕切板、31・・・・・・通気孔、32・・・底面
板、33,33A・・・・・・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 waterproof rubber, 26...Top plate, 27...Vent hole, 2
8... Vibrator, 29... Suction port, 30...
...Partition plate, 31...Vent hole, 32...Bottom plate, 33,33A...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、この通気箱の天板で前記底部止水ゴム側
端部に複数の通気孔を形成し、これら通気孔の全部また
は一部を通気箱内に配設したパイプに連通し、このパイ
プの下端に吸込口を形成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, in which a ventilation box is provided downstream of the bottom water stop rubber installation position, and the top plate of this ventilation box is used to close the end of the bottom water stop rubber side. A water stop part at the bottom of a gate, characterized in that a plurality of ventilation holes are formed in the bottom of the gate, all or part of these ventilation holes are communicated with a pipe arranged in a ventilation box, and a suction port is formed at the lower end of this pipe. Ventilation device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1386782A JPS6052249B2 (en) | 1982-01-29 | 1982-01-29 | Gate bottom water stop ventilation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1386782A JPS6052249B2 (en) | 1982-01-29 | 1982-01-29 | Gate bottom water stop ventilation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58131216A JPS58131216A (en) | 1983-08-05 |
| JPS6052249B2 true JPS6052249B2 (en) | 1985-11-18 |
Family
ID=11845187
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1386782A Expired JPS6052249B2 (en) | 1982-01-29 | 1982-01-29 | Gate bottom water stop ventilation device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6052249B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01304919A (en) * | 1988-06-02 | 1989-12-08 | Yoshino Kogyosho Co Ltd | Molding method for synthetic resin |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087901B (en) * | 2016-08-23 | 2018-07-24 | 中国电建集团贵阳勘测设计研究院有限公司 | Method and device for slowing down opening and closing vibration of ultrahigh water head gate |
-
1982
- 1982-01-29 JP JP1386782A patent/JPS6052249B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01304919A (en) * | 1988-06-02 | 1989-12-08 | Yoshino Kogyosho Co Ltd | Molding method for synthetic resin |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58131216A (en) | 1983-08-05 |
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