JPS60141914A - Roller gate for adjusting stream flow - Google Patents

Roller gate for adjusting stream flow

Info

Publication number
JPS60141914A
JPS60141914A JP25104483A JP25104483A JPS60141914A JP S60141914 A JPS60141914 A JP S60141914A JP 25104483 A JP25104483 A JP 25104483A JP 25104483 A JP25104483 A JP 25104483A JP S60141914 A JPS60141914 A JP S60141914A
Authority
JP
Japan
Prior art keywords
gate
discharge pipe
sides
roller
guide groove
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.)
Pending
Application number
JP25104483A
Other languages
Japanese (ja)
Inventor
Yukihiko Ueda
上田 幸彦
Kinji Tago
田子 欽司
Shinji Sasaki
伸二 佐々木
Hitoshi Sekino
関野 斉
Koji Fujiwara
浩二 藤原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
IHI Corp
Original Assignee
IHI Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by IHI Corp filed Critical IHI Corp
Priority to JP25104483A priority Critical patent/JPS60141914A/en
Publication of JPS60141914A publication Critical patent/JPS60141914A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/26Vertical-lift gates
    • E02B7/30Vertical-lift gates with guide wheels or rollers for the gates

Abstract

PURPOSE:To prevent a locking phenomenon of a roller gate by a method that short rectifying walls are set up at the lower ends of both sides of the gate to close gate guide groove; locking prevention rollers are fitted; the bottom of a discharge pipe is made low; and a water-tight rubber is set up. CONSTITUTION:A gate 1, upstream discharge pipe 2, downstream discharge pipe 3 and guide groove 4 are set up. Both sides of the gate 1 are opened and closed by being guided in the vertical direction by the guide groove 4. Short baffle walls 5, which are set up at the lower ends of both sides of the gate 1, close guide groove 4 near the lower ends of the gate 1. Locking prevention rollers 7 fitted into the guide groove 4 are fixed to the walls 5 to prevent the gate 1 from producing a locking phenomenon at the time of full-open discharge. By this method, cavitation and vibration caused by high-speed diffusion stream are prevented, and the opening and closing of the gate can be easily carried out.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、ダムに設置される洪水調節用放流設備の、流
量調節用ローラゲートに関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a roller gate for controlling flow rate of flood control discharge equipment installed in a dam.

〔従来技術〕[Prior art]

ダムに設置される洪水調節用放流管のゲートのうち、ス
キンプレートを上流側に配置したローラゲートとして従
来使用されているものには、(1)第1図、第2図に示
すように、通常の戸溝を有する一般型ローラゲート。
Among gates for flood control discharge pipes installed in dams, those conventionally used as roller gates with skin plates placed on the upstream side include (1) as shown in Figures 1 and 2; General type roller gate with normal door grooves.

(11)第4図に示すように、戸溝下流縁間の幅を拡げ
たスパン拡大型ローラゲート。
(11) As shown in Fig. 4, a span-enlarged roller gate in which the width between the downstream edges of the door groove is increased.

(iii) 第5図ないし第7図に示すように、ゲート
が全開でも戸溝を全部塞いでし1う脚付ローラゲート。
(iii) As shown in Figures 5 to 7, a roller gate with legs that completely blocks the door groove even when the gate is fully opened.

(1v)第8図、第9図に示すように、スキンプレート
を戸溝上流面より出来るだけ上流側に配置し、戸溝上流
縁をローラ軸付近まで延長した、戸溝幅縮小型ローラゲ
ート。
(1v) As shown in Figures 8 and 9, the door groove width reduced type roller gate has the skin plate placed as far upstream as possible from the door groove upstream surface and the door groove upstream edge extended to the vicinity of the roller shaft. .

の4種類に大別される。It is roughly divided into four types.

このうち(+)の−紋型ローラゲートは、第1図、第2
図に示すように水流(α)は左方から右方へ流れるもの
とすると、ゲー1− (b)の上流側放流管(c)と下
流側放流管(d)とは、いずれも同一の幅(1)である
ため、部分開度放流時にゲート(り下端両隅部(力から
噴出する高速拡散水流(g)が戸溝下流面(h)に衝突
する。このため第3図に示すように、戸溝下流縁(<)
付近の圧力は、流線剥離により大気圧よりも著しく低下
し、戸溝下流縁1)付近はキャビテーションによる損傷
を受けることが多い。また高速拡散水流(g)がP溝下
流面(h)に衝突することによって、戸溝1j)内には
回転を伴う激しい乱流が生じ、これによってゲート(b
)が激しく振動することがあるため、一般に流量調節ゲ
ートとして用いることができない。
Among these, the (+) and - pattern roller gates are shown in Figures 1 and 2.
Assuming that the water flow (α) flows from left to right as shown in the figure, the upstream discharge pipe (c) and downstream discharge pipe (d) in Game 1-(b) are both the same. Because the width is (1), the high-speed diffused water flow (g) ejected from both corners of the lower end of the gate (force) collides with the downstream surface (h) of the gate when the water is partially opened. As in, the downstream edge of the doorway (<)
The pressure in the vicinity is significantly lower than atmospheric pressure due to streamline separation, and the area near the downstream edge 1) of the trench is often damaged by cavitation. In addition, as the high-speed diffused water flow (g) collides with the downstream surface (h) of the P groove, intense turbulence with rotation is generated in the gate groove 1j), which causes the gate (b
) may vibrate violently, so it cannot generally be used as a flow control gate.

(11)のスパン拡大型ローラゲートは、第4図に示す
ようにゲート(りの下端両隅部V)から噴出する高速拡
散水流(g)が戸溝下流縁<i+に衝突し彦り−なる壕
で、左右に約40°拡げたものである。このため、高速
拡散水流(g)による戸溝(jlのキャビテーションや
、ゲート(b)の振動発生は防止できるが、ローラ(&
)、 f&)の支間が大きくなるためゲーNI+1の重
量が増え、(1)の一般型ローラゲートに比べ、非常に
不経済な設計となる欠点がある。
As shown in Fig. 4, the span-expanding roller gate (11) has a high-speed diffused water flow (g) ejected from the gate (bottom corners V of the gate) that collides with the downstream edge of the door groove <i+. It is a trench that extends approximately 40 degrees from side to side. Therefore, cavitation of the gate (jl) and vibration of the gate (b) caused by the high-speed diffused water flow (g) can be prevented, but the roller (&
), f&) increases, the weight of the gate NI+1 increases, resulting in a very uneconomical design compared to the general type roller gate (1).

(11すの脚付ローラゲートは、第5図ないし第7図に
示すように如何なる開度においても、ゲート(b)の両
側部に設けた脚(1)によって戸溝(j)を塞いでしま
うものである。従って、事実上戸溝(j)がない場合と
同じであるから、ゲート(b)の下端からは拡散水流が
生じないが、ゲート(b)の両側部に放流管の高さ分の
脚(1)を設けること、及び脚(1)を格納するピット
(m)を放水管の両側に設けることが必要となる。この
ため、(i)の一般型ローラゲートに比べ、不経済な設
計となるばかりでなく、ビット()→に堆砂、堆泥が生
じ、これが固形化してゲートの全開不能という重大な問
題を誘起するおそれがある。またゲート(b)側に水密
ゴムを取付けて水密にするようになっているため、ゲー
トにとって最も重要な機能の一つである完全水密か困難
であるという欠点がある。
(As shown in Figures 5 to 7, the roller gate with 11 legs closes the door groove (j) with the legs (1) provided on both sides of the gate (b) at any opening degree. Therefore, since it is effectively the same as if there were no door groove (j), no diffused water flow would occur from the lower end of the gate (b), but the height of the discharge pipe on both sides of the gate (b) It is necessary to provide two legs (1) for the same length of time, and to provide pits (m) for storing the legs (1) on both sides of the water discharge pipe.For this reason, compared to the general type roller gate in (i), it is less expensive. Not only is this an economical design, but there is a risk that sediment and sludge will form on the bit () → and this will solidify, causing a serious problem in which the gate cannot be fully opened.Also, there is a possibility that the gate (b) side is equipped with watertight rubber. The disadvantage is that it is difficult to achieve complete watertightness, which is one of the most important functions of a gate.

(iv)の戸溝幅縮小型ローラゲートは、第8図、第9
図に示すように戸溝(j)の上流放流管(C)側の丸 縁をゲート(りのローラ軸(?Z)付近まで延長して戸
溝幅(o)を縮小すると共に、下流側放流管(d)の底
部を低くして側部を拡幅し、ゲート(b)側に水密ゴム
を取付けて水密にするようになっている。
(iv) The door groove width reduction type roller gate is shown in Figs. 8 and 9.
As shown in the figure, the round edge of the upstream discharge pipe (C) side of the door groove (j) is extended to the vicinity of the roller axis (?Z) of the gate (j) to reduce the door groove width (o), and The bottom of the discharge pipe (d) is lowered, the sides are widened, and watertight rubber is attached to the gate (b) side to make it watertight.

従ってゲート(b)のスキンプレートは戸溝(j)の上
流線よりもかなり上流側に配置されることになり、ゲー
ト下端からの放散水流は少ないが、戸溝(jJが袋状と
なっているため、戸溝(j)内に流木その他が入り込む
と、自然流下が困難となり、ゲートの開閉操作に支障を
きたすという重大な問題を引き起こすおそれがある。ま
たゲート(b)側に水密ゴムを取付けているため、戸当
りやゲート(りの製作据付1誤差を吸収するためのゴム
の取付調整が難しく、完全水密が困難となる欠点があり
、さらに部分開度放流時には、ゲート(b)上部からの
噴射水を防止するため、上部戸当りも副水密ゴムを設け
る必要があって複雑になり、また水圧中心が最下部のロ
ーラ軸(n)に一致するような大開度になると、ゲート
(b)周辺のわずかな圧力変動によって、最下部のロー
ラ軸(、)中心まわりに回転振動を起すというロッキン
グ現象が生ずる欠点がある。
Therefore, the skin plate of gate (b) is placed far upstream from the upstream line of door groove (j), and although there is little water flow from the lower end of the gate, the skin plate of door groove (j Therefore, if driftwood or other objects get into the door groove (j), it will be difficult for them to flow down naturally, and this may cause serious problems such as interfering with the opening and closing operations of the gate.Also, watertight rubber should be installed on the gate (b) side. Since the rubber is attached to the door stop or gate (to absorb manufacturing and installation errors), it is difficult to adjust the rubber attachment, making it difficult to achieve complete watertightness. In order to prevent water from spraying from the gate, it is necessary to install a sub-watertight rubber on the upper door stop, making it more complicated.Also, when the water pressure center coincides with the bottom roller axis (n) and the opening is large, the gate ( b) There is a drawback that a rocking phenomenon occurs in which rotational vibration occurs around the center of the lowermost roller shaft (,) due to slight pressure fluctuations in the surrounding area.

〔発明の目的〕[Purpose of the invention]

本発明は上記した従来の欠点を改善し、部分開度放流時
にはゲート下端両隅部から噴出する高速拡散水流を整流
化し、戸溝内に激しい乱流が生じないようにして、戸溝
内乱流によるゲート振動や噴流拡散による戸溝下流面の
キャビテーション発生を防止し、大開度放流時には放流
管内の圧力変動によるゲートのロッキング現象を防止す
ることを目的とするものである。
The present invention improves the above-mentioned conventional drawbacks, rectifies the high-speed diffused water flow jetting out from both corners of the lower end of the gate during partial opening discharge, and prevents severe turbulence from occurring in the door groove. The purpose of this is to prevent the occurrence of cavitation on the downstream surface of the doorway due to gate vibration and jet diffusion, and to prevent the locking phenomenon of the gate due to pressure fluctuations in the discharge pipe during wide-open discharge.

〔発明の構成〕[Structure of the invention]

上記目的を果すため、本発明は放流管の両側に垂直に戸
溝を設け、この戸溝に案内されて昇降し放流管を開閉す
るゲートの両側下端に戸溝を塞ぐ長さの短かい整流壁を
設け、この整流壁には戸溝に嵌合するロッキング防止用
ローラを取付け、ゲートより下流側において放流管の底
部を低くすると共に側部をわずかに拡幅し、放流管には
ゲートの上流側の而に接するエンドレス状の水密ゴムを
設けた流量調節用ローラゲートとしたものである。
In order to achieve the above object, the present invention provides door grooves vertically on both sides of a discharge pipe, and a short rectifier with a length that closes the door grooves at the lower end of both sides of a gate that goes up and down guided by the door groove to open and close the discharge pipe. A wall is installed, and an anti-locking roller that fits into the door groove is attached to this rectifying wall.The bottom of the discharge pipe is lowered downstream of the gate, and the sides are slightly widened. This is a roller gate for flow rate adjustment with endless watertight rubber that touches the sides.

〔実 施 例〕〔Example〕

以下、本預明の実施例を図面を参照して説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.

第10図ないし第13図において、(1)はゲート、(
2)は上流側放流管、(3)は下流側放流管、(4)は
戸溝であって、上流側放水管(2)と下流側放水管(3
)との境の側壁に設けられていて、ゲート(1)の両側
は戸溝(4)により垂直方向に案内されて開閉するよう
になっている。第13図で明らがなように、ゲート(1
)の両側下端には、長さの短かい整流壁(5)が設けて
あって、ゲート(1)下端近傍の戸溝(4)を塞ぐよう
になっている。整流壁(5)をゲート(1)の両側下端
に設けたのは、第14図に示すようにゲート(1)が部
分開度放流時に、ゲート(1)下端両隅部から噴出する
高速拡散水流(6)は流水面の付近にのみ生ずることに
着目し、高速拡散水流(6)を整流化するために、ゲー
ト(1)下端近傍の戸溝(4〕のみ塞ぐようにしたもの
である。
In FIGS. 10 to 13, (1) is a gate, (
2) is an upstream discharge pipe, (3) is a downstream discharge pipe, and (4) is a doorway, where the upstream water discharge pipe (2) and the downstream water discharge pipe (3) are
), and both sides of the gate (1) are guided vertically by grooves (4) to open and close. As is clear in Figure 13, the gate (1
) are provided with short rectifying walls (5) at the lower ends of both sides to close the door groove (4) near the lower end of the gate (1). The reason why the rectifying walls (5) are provided at the lower ends of both sides of the gate (1) is to prevent high-speed diffusion that is ejected from both lower corners of the gate (1) when the gate (1) is partially opened and discharges water, as shown in Figure 14. Focusing on the fact that the water flow (6) only occurs near the water surface, in order to rectify the high-speed diffusion water flow (6), only the door groove (4) near the lower end of the gate (1) is closed. .

そして戸溝(4)に嵌合するロッキング防止用ローラ(
7)(第10図、第12図参照)を整流壁(5)に取付
け、ゲート(1)が大開度放流時にロッキング現象を起
さないようにしている。
And the anti-locking roller (
7) (see Figures 10 and 12) is attached to the rectifying wall (5) to prevent the gate (1) from causing a locking phenomenon when the gate (1) is wide open and discharges water.

整流壁(5)の正面から見た形状としては、第13図、
第15図に示す長方形のもの、第16図に示すように短
い斜辺(8ンを介してゲート(1)の下端娯つながるも
の、第17図に示すように長い斜辺(9〕でゲート(1
)の下端につながるもの、第18図に示すように円弧Q
Qでゲート(1)の下端につながるもの等が考えられる
The shape of the rectifying wall (5) when viewed from the front is shown in Figure 13.
The rectangular one shown in Fig. 15, the one connected to the lower end of the gate (1) through the short hypotenuse (8) as shown in Fig. 16, and the one connected to the lower end of the gate (1) with the long hypotenuse (9) as shown in Fig. 17.
), which connects to the lower end of the arc Q as shown in Figure 18.
A conceivable example is one connected to the lower end of the gate (1) at Q.

戸溝(4)が、袋状となるのを防ぐため、第10図に示
すように、下流側放流管(3)の底部αυは上流側より
低くなっており、側部は第11図、第12図に示すよう
に、上流側よりわずかに拡幅されている。
To prevent the door groove (4) from becoming bag-like, the bottom αυ of the downstream discharge pipe (3) is lower than the upstream side, as shown in Figure 10, and the side part is lower than the upstream side, as shown in Figure 11. As shown in FIG. 12, it is slightly wider than the upstream side.

さらにゲート(1)のゲートリップ(イ)をシャープエ
ツジとして流水の再付着による振動を防止し、上流側放
流管(2)の端部に取付けられてゲート(1)の上流側
の面に接するようにされている水密ゴムα東は、戸当り
側四周連続した額縁状のエンドレスとし、水密構造の単
純化と完全水密を図るようにしている。
Furthermore, the gate lip (A) of the gate (1) is made into a sharp edge to prevent vibrations due to re-deposition of flowing water, and is attached to the end of the upstream discharge pipe (2) so as to be in contact with the upstream surface of the gate (1). The watertight rubber α-Higashi is designed as a frame-like endless frame with four continuous circumferences on the doorstop side, in order to simplify the watertight structure and achieve complete watertightness.

〔発明の効果〕〔Effect of the invention〕

本発明は、次のような効果がある。 The present invention has the following effects.

(1) ゲート下端近傍の戸溝を塞ぐような長さの短い
整流壁をゲート両側下端に設けているので、高速拡散水
流によるキャビテーションや振動が発生しない。
(1) Short rectifying walls that close the door grooves near the lower end of the gate are provided at the lower ends of both sides of the gate, so cavitation and vibrations due to high-speed diffused water flow do not occur.

(11)整流壁にロッキング防止用ローラを取付けて戸
溝に嵌合しているので、ロッキングi象は発生しない。
(11) Since the anti-locking roller is attached to the rectifying wall and fitted into the door groove, the locking phenomenon does not occur.

(iii) 下流側放流管は底部が低くなり側部はわず
かに拡幅されていて戸溝が袋状にならないので、戸溝内
に流芥物が入り込んでも流出しやすぐ、ゲートの開閉操
作に支障を生ずるおそれがない。
(iii) The bottom of the downstream discharge pipe is low and the sides are slightly widened so that the door groove does not become bag-shaped, so even if garbage gets into the door groove, it will flow out immediately and the gate can be opened and closed. There is no risk of causing any problems.

(1v)水蜜ゴムは、ゲートの上流側の面に接するエン
ドレス状にして放流管に取付けられているので、完全水
密が期待できるだけでなく、ゲートリップをシャープエ
ツジにして流水の再付着による振動を防止することがで
きる。
(1v) Water rubber is attached to the discharge pipe in an endless form that touches the upstream side of the gate, so not only can it be expected to be completely watertight, but the gate lip can also be made with a sharp edge to prevent vibrations caused by the reattachment of flowing water. It can be prevented.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は従来の一般型ローラゲートの縦断側面図、第2
図は第1図の■−■断面図、第3図は第2図の戸溝付近
の流水とその圧力とを示す説明図、第4図は従来のスパ
ン拡大型ローラゲートの平面図、第5図は従来の脚付ロ
ーラゲートの縦断側面図、第6図は第5図の正面図、第
7図は第6図の■−■断面図、第8図は従来の戸溝幅縮
小型ローラゲートの縦断側面図、第9図は第8図の平面
図、第10図は本発明の一実施例の縦断側面図、第11
図は第10図のX−第15ばないし第18図は整流壁の
拡大正面図である。 (1)はゲート、(2)は上流側放流管、(3)は下流
側放流管、(4)は戸溝、(5)は整流壁、(7ンはロ
ッキング防止用ローラ、0υは底部、03は水密ゴムを
示す。 第1頁の続き [相]発 明 者 関 野 斉 東京都中央区佃社佃事
務所内 [相]発 明 者 藤 原 浩 二 呉市光町五丁目工
場内
Figure 1 is a longitudinal cross-sectional side view of a conventional general type roller gate;
The figure is a sectional view taken along the line ■-■ in Figure 1, Figure 3 is an explanatory diagram showing the flowing water and its pressure near the door groove in Figure 2, Figure 4 is a plan view of a conventional wide-span type roller gate, Figure 5 is a vertical side view of a conventional roller gate with legs, Figure 6 is a front view of Figure 5, Figure 7 is a sectional view taken along the line ■-■ in Figure 6, and Figure 8 is a conventional narrow door groove type. FIG. 9 is a plan view of FIG. 8; FIG. 10 is a longitudinal side view of an embodiment of the present invention; FIG.
The figure is an enlarged front view of the rectifying wall on the line X-15 of FIG. 10. FIGS. (1) is the gate, (2) is the upstream discharge pipe, (3) is the downstream discharge pipe, (4) is the door groove, (5) is the rectifying wall, (7n is the anti-locking roller, 0υ is the bottom , 03 indicates watertight rubber.Continued from page 1 [Phase] Inventor: Hitoshi Sekino Tsukudasha Tsukuda Office, Chuo-ku, Tokyo [Phase] Inventor: Koji Fujiwara Inside the Hikarimachi 5-chome Factory, Kure City

Claims (1)

【特許請求の範囲】[Claims] 1)放流管の両側に垂直に戸溝を設け、該戸溝に案内さ
れて昇降し前記放流管を開閉するゲートの両側下端に前
記戸溝を塞ぐ長さの短かい整流壁を設け、該整流壁には
前記戸溝に嵌合するロッキング防止用ローラを取付け、
前記ゲートより下流側において前記放流管の底部を低く
すると共に側部をわずかに拡幅し、前記放流管には前記
ゲートの上流側の面に接するエンドレス状の水密ゴムを
設けたことを特徴とする流量調節用ローラゲート。
1) Door grooves are provided vertically on both sides of the discharge pipe, and short rectifying walls are provided at the lower ends of both sides of the gate, which is guided by the door grooves to go up and down to open and close the discharge pipe, and are long enough to close the door grooves. An anti-locking roller that fits into the door groove is installed on the rectifying wall,
The bottom of the discharge pipe is lowered on the downstream side of the gate, and the side portions are slightly widened, and the discharge pipe is provided with an endless watertight rubber that is in contact with the upstream surface of the gate. Roller gate for flow rate adjustment.
JP25104483A 1983-12-27 1983-12-27 Roller gate for adjusting stream flow Pending JPS60141914A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25104483A JPS60141914A (en) 1983-12-27 1983-12-27 Roller gate for adjusting stream flow

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25104483A JPS60141914A (en) 1983-12-27 1983-12-27 Roller gate for adjusting stream flow

Publications (1)

Publication Number Publication Date
JPS60141914A true JPS60141914A (en) 1985-07-27

Family

ID=17216774

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25104483A Pending JPS60141914A (en) 1983-12-27 1983-12-27 Roller gate for adjusting stream flow

Country Status (1)

Country Link
JP (1) JPS60141914A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775405A (en) * 2015-03-26 2015-07-15 中国水利水电科学研究院 Drop sill underflow energy dissipation forced air entrainment and cavitation prevention device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775405A (en) * 2015-03-26 2015-07-15 中国水利水电科学研究院 Drop sill underflow energy dissipation forced air entrainment and cavitation prevention device

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