JPS6187009A - Inverted radial gate - Google Patents

Inverted radial gate

Info

Publication number
JPS6187009A
JPS6187009A JP20676184A JP20676184A JPS6187009A JP S6187009 A JPS6187009 A JP S6187009A JP 20676184 A JP20676184 A JP 20676184A JP 20676184 A JP20676184 A JP 20676184A JP S6187009 A JPS6187009 A JP S6187009A
Authority
JP
Japan
Prior art keywords
gate
trunnion
discharge pipe
outlet
pipe
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
JP20676184A
Other languages
Japanese (ja)
Inventor
Yukihiko Ueda
上田 幸彦
Shinji Sasaki
伸二 佐々木
Hitoshi Sekino
関野 斉
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 JP20676184A priority Critical patent/JPS6187009A/en
Publication of JPS6187009A publication Critical patent/JPS6187009A/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
    • E02B7/40Swinging or turning gates
    • E02B7/42Gates of segmental or sector-like shape with horizontal axis

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Barrages (AREA)

Abstract

PURPOSE:To prevent vibration of a gate, by a method wherein the end of a leg disposed to the outer side of an effluent pipe is coupled to a trunnion located up a flow from the outlet of the effluent pipe, a gate body part is attached to the forward end of the leg, and an opening and closing device is coupled to the upper pat of the gate body part. CONSTITUTION:A trunnion anchor part 4 is located to both sides up a flow from the outlet of an efluent pipe 1, and the anchor part 4 is secured to the efluent pipe 1 through efluent pipe stiffeners 3. A leg 6, rotatably coupled to the anchor part 4 through a trunnion 5, is located to the outside of the stiffeners 3, and a gate body part 7, formed with a skin plate 8 and beams 9, is attached to the forward end of the leg 6. A suspension part 13 is mounted to the upper part of the gate body part 7, and an opening and closing device 14, located to the upper part of a weir body, is coupled with the suspension part 13. When, with the opening and closing device 14 actuated, a gate is opened centering around the trunnion 5, the gate effects circular movement along a side roller 10 to open the outlet of the efluent pipe 1.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はダム堤体に設置される洪水調節用放流設備の流
量調節用ゲートとして放流管出口に設けて使用される逆
ラジアルゲートに関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a reverse radial gate that is installed at the outlet of a discharge pipe and used as a flow rate control gate of a flood control discharge facility installed on a dam body. be.

〔従来の技術〕[Conventional technology]

ダムに設置される放流管の下流端に位置させられるラジ
アルゲートは、通常第3図に示す如く、放流管(α)の
出口より下流側の適宜位置に固定したトラニオンアンカ
一部(b)に、脚柱(c)の末端をトラニオン(d)を
介して起伏自在に取シ付け、上記トラニオン(d)を中
心とする半径Rの曲面としたスキンプレート(1)を前
面に有する扉体部(1)を、上記脚柱(c)の先端に取
り付け、図示しない開閉装置にて扉体部(1)をトラニ
オン(d)を中心に回転させることにより放流管(α)
の出口を開閉させ、放流させたり遮断させたりするよう
にしたものが採用されている。
The radial gate located at the downstream end of the discharge pipe installed in the dam is usually attached to a part of the trunnion anchor (b) fixed at an appropriate position downstream from the outlet of the discharge pipe (α), as shown in Figure 3. , the end of the pedestal (c) is attached via a trunnion (d) so that it can rise and fall freely, and the door body has a skin plate (1) on the front surface having a curved surface with a radius R centered on the trunnion (d). (1) is attached to the tip of the pillar (c), and by rotating the door body part (1) around the trunnion (d) using an opening/closing device (not shown), the discharge pipe (α) is installed.
The outlet of the system is opened and closed to release or cut off water.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

ところが、放流管(α)の出口側に水位がある場合、す
なわち、背水位がある場合に、第6図に示す従来のラジ
アルゲートを使用すると、該ゲートを開けて放流を始め
だ際、潜り流出しだ高速流が図示の如く扉体部の背面に
回り込んで脚柱(1)に衝突することによりゲートに振
動を誘起するおそれがある。又、ラジアルゲートに代え
て戸溝に沿って扉体を昇降させるローラゲートとした場
合は、拡散角が大きくなるため、戸溝内へ直接噴流が浸
入したり、土砂が堆積する等の問題が発生する。
However, when there is a water level on the outlet side of the discharge pipe (α), that is, when there is a backwater level, if the conventional radial gate shown in Fig. 6 is used, when the gate is opened and discharge is started, the water will be submerged. As shown in the figure, the high-speed flow that flows out may wrap around the back side of the gate body portion and collide with the pillar (1), thereby inducing vibrations in the gate. In addition, if a roller gate is used instead of a radial gate, in which the door body moves up and down along the door groove, the diffusion angle becomes larger, so there are problems such as direct intrusion of the jet into the door groove and accumulation of earth and sand. Occur.

本発明は、放流管出口に背水位がある場合にラジアルゲ
ートを用いても水流が脚柱に衝突するようなことをなく
してゲートの振動を誘起するようなことがなく、且つ戸
溝も不要なゲートを提供しようとするものである。
The present invention eliminates the possibility of the water flow colliding with the pillars even if a radial gate is used when there is a backwater level at the outlet of the discharge pipe, thereby eliminating the possibility of inducing vibration of the gate, and also eliminating the need for door grooves. The aim is to provide a gate that provides a

〔問題点を解決するだめの手段〕[Failure to solve the problem]

本発明は、ラジアルゲートの脚を扉体部よりも上流側に
位置させ、放流管の出口よりも上流側で且つ放流管外側
に位置させたトラニオンアンカ一部に、放流管の外側に
位置させた上記脚の末端をトラニオンを介して連結し、
扉体部の前面(内側)をスキンプレートとして、開閉装
置で開閉させられるようにする。
In the present invention, the legs of the radial gate are located upstream of the gate body, and the trunnion anchor is located upstream of the outlet of the discharge pipe and outside the discharge pipe. The ends of the legs are connected via a trunnion,
The front (inside) of the door body is used as a skin plate so that it can be opened and closed by an opening/closing device.

〔作  用〕[For production]

開閉装置によりトラニオンを中心としてゲートを回動さ
せ、上方へ円弧運動させながら引き上げると、放流管の
出口が開けられて上流の水が高速流となって潜シ流出す
る。脚は放流管の外側を通って放流管上流側のトラニオ
ンに枢着されているため、潜り流出した高速流が扉体後
方へ回り込んでも脚には衝突せず、ゲートの撮動を誘起
するようなことがない。
When the opening/closing device rotates the gate around the trunnion and lifts it upward in an arc, the outlet of the discharge pipe is opened and the upstream water flows out in a high-speed stream. The legs pass through the outside of the discharge pipe and are pivotally attached to the trunnion on the upstream side of the discharge pipe, so even if the high-speed flow that has submerged and flowed out goes around to the rear of the gate body, it will not collide with the legs and will cause the gate to be photographed. There is no such thing.

〔実 施 例〕〔Example〕

以下、本発明の実施例を図面を参照して説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第1図及び第2図は本発明の実施例を示すもので、放流
管(1)の出口端面に四周連続して額縁状に水密ゴム(
2)を施こし、該放流管(1)の外側に放流管ステイフ
ナ(5)を設ける。上記放流管(1)の出口よりも上流
側の両外側には、トラニオンアンカ一部(4)を位置さ
せて、該トラニオンアンカ一部(4)を放流管ステイフ
ナ(3)を介して放流管(りに固定させ、該トラニオン
アンカ一部(4)にトラニオン(5)を介して回動自在
に連結させた脚(6)を、放流管ステイフナ(3)の外
側に配し、且つスキンプレート(8)と桁(9)とより
なる扉体部(7)を、上記脚(6)の先端(下流端)に
一体的に取り付け、上記スキンプレート(8)をトラニ
オン(5)を中心とする半IRの円弧面とし、全閉時に
スキンプレート(8)の前面(内面)が放流管(りの出
口の水密ゴム(2)に密着し、止水できるようにする。
Figures 1 and 2 show an embodiment of the present invention, in which a frame-shaped watertight rubber (
2), and a discharge pipe stiffener (5) is provided on the outside of the discharge pipe (1). Trunnion anchor parts (4) are positioned on both outer sides of the upstream side of the outlet of the discharge pipe (1), and the trunnion anchor parts (4) are connected to the discharge pipe through the discharge pipe stiffener (3). A leg (6) fixed to the trunnion anchor (4) and rotatably connected to the trunnion anchor (4) via the trunnion (5) is disposed on the outside of the discharge pipe stiffener (3), and the skin plate (8) and a girder (9) are integrally attached to the tip (downstream end) of the leg (6), and the skin plate (8) is centered around the trunnion (5). When the skin plate (8) is fully closed, the front surface (inner surface) of the skin plate (8) comes into close contact with the watertight rubber (2) at the outlet of the discharge pipe (2), making it possible to shut off water.

扉体部(7)の側部には、回動時に左右への振れ止めの
だめのサイドローラQO)を取り付け、堤体αυに敷設
したレールα2上を転勤できるようにし、且つ扉体部の
上部に山部(13を設け、堤体上部に設置した開閉装置
(たとえば、油圧シリンダ)αaと上記吊部α国とを連
結し、開閉装置(14)によりゲートが開閉されるよう
にする。
A side roller (QO) is attached to the side of the door body (7) to prevent it from swinging to the left and right when it rotates, so that it can be moved on the rail α2 laid on the embankment body αυ, and the upper part of the door body A mountain portion (13) is provided at the gate, and the opening/closing device (for example, a hydraulic cylinder) αa installed on the upper part of the embankment body is connected to the hanging portion α, so that the gate can be opened and closed by the opening/closing device (14).

今、開閉装置αaを作動させてトラニオン(5)を中心
としてゲートを開けると、ゲートは両側部のサイドロー
ラα0)で左右に振れることなく円弧運動を行い放流管
(1)の出口が開けられる。ゲートは第1図の実線で示
す全閉位置から破線で示す全開位置までの間で任意の開
度位置を設定でき、流量を調整することができる。放流
管(りの出口が少し開いた状態では、放流管(υ内の水
は高速流となって潜り流出し、背水位の存在によりその
流出した高速流は扉体部の背面に回り込んで来るが、脚
(6)は扉体部の上流側で且つ放流管(りの外側に位置
しているので、上記回り込んだ水流が脚(6)に衝突す
るようなことはない。
Now, when the opening/closing device αa is activated and the gate is opened with the trunnion (5) as the center, the gate moves in an arc without swinging from side to side with the side rollers α0) on both sides, and the outlet of the discharge pipe (1) is opened. . The gate can be set to any desired opening position between the fully closed position shown by the solid line in FIG. 1 and the fully open position shown by the broken line in FIG. 1, and the flow rate can be adjusted. When the outlet of the discharge pipe (υ) is slightly open, the water in the discharge pipe (υ) becomes a high-speed flow and flows out, and due to the existence of a backwater level, the high-speed flow that flows out goes around the back of the door body. However, since the leg (6) is located on the upstream side of the door body and outside the discharge pipe, the water flow that has gone around will not collide with the leg (6).

なお、本発明の逆ラジアルゲートは、上記実施例のみに
限定されるものではなく、たとえば、トラニオンアンカ
一部(4)を放流管(1)に接合させた場合を示したが
、必ずしもその必要はなく、放流管(1)とは別個にト
ラニオンアンカーを設け、アンカーガーダ、テンション
ビーム又はPC材等によシ荷重を支持するようにしても
よく、又、開閉装置(14)は、油圧シリンダ以外に巻
上機を使用してもよい。
Note that the reverse radial gate of the present invention is not limited to the above-mentioned embodiments. For example, a case is shown in which a part of the trunnion anchor (4) is joined to the discharge pipe (1), but this is not necessarily necessary. Instead, a trunnion anchor may be provided separately from the discharge pipe (1), and the load may be supported by an anchor girder, tension beam, PC material, etc. Also, the opening/closing device (14) may be a hydraulic cylinder. Alternatively, a hoist may be used.

〔発明の効果〕〔Effect of the invention〕

以上述べた如く、本発明の逆ラジアルゲートによれば、
トラニオンを放流管出口より上流側に移し、脚を放流管
の外側に配置してその末端を上記トラニオンに連結させ
、扉体部が円弧運動をして放流管出口を開閉するように
しているので、次の如き優れた効果を奏し得る。
As described above, according to the reverse radial gate of the present invention,
The trunnion is moved upstream from the discharge pipe outlet, the legs are placed outside the discharge pipe, and the ends are connected to the trunnion, so that the door body moves in an arc to open and close the discharge pipe outlet. , the following excellent effects can be achieved.

(1)放流管出口から流出した水流が直接脚に衝突しな
いので、ゲートの振動をY起するようなことがない。
(1) Since the water flowing out from the outlet of the discharge pipe does not directly collide with the legs, there is no possibility of vibration of the gate.

(11)従来のラジアルゲートでは、放流管出口の下流
側に脚があって、これが除害物となっていたが、本発明
では障害物がないので、流木、岩石等の流下がちっても
問題がない。
(11) Conventional radial gates have legs on the downstream side of the outlet of the discharge pipe, which act as a pest control object, but in the present invention there are no obstacles, so even if driftwood, rocks, etc. there is no problem.

(iii)  脚が引張部材となるので、座屈を考慮し
ての断面積増加が不要である。
(iii) Since the legs serve as tension members, there is no need to increase the cross-sectional area in consideration of buckling.

(iv)  放流管出口の下流側にトラニオンがないの
で、従来方式の如きトラニオンのだめの土木工事が不要
となる。
(iv) Since there is no trunnion on the downstream side of the outlet of the discharge pipe, there is no need for civil engineering work for the trunnion sump, as in the conventional system.

(v)戸溝が不要でちる。(v) There is no need for door grooves.

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

第1図は本発明の逆ラジアルゲートの一例を示す側面図
、第2図は第1図の平面図、第3図は従来のラジアルゲ
ートの側面図である。 (1)は放流管、(2)は水密ゴム、(4)はトラニオ
ンアンカ一部、(5)はトラニオン、(6)は脚、(7
)は扉体部、■は開閉装置を示す。 第1図
FIG. 1 is a side view showing an example of the reverse radial gate of the present invention, FIG. 2 is a plan view of FIG. 1, and FIG. 3 is a side view of a conventional radial gate. (1) is the discharge pipe, (2) is watertight rubber, (4) is a part of the trunnion anchor, (5) is the trunnion, (6) is the leg, (7
) indicates the door body, ■ indicates the opening/closing device. Figure 1

Claims (1)

【特許請求の範囲】[Claims] 1)放流管出口よりも上流側の放流管外側にトラニオン
を位置させ、上記放流管の外側に配置した脚の末端を上
記トラニオンに連結し、且つ上記脚の先端に扉体部を取
り付け、該扉体部の上部に開閉装置を連結させてなるこ
とを特徴とする逆ラジアルゲート。
1) A trunnion is located outside the discharge pipe on the upstream side of the discharge pipe outlet, the ends of the legs arranged outside the discharge pipe are connected to the trunnion, and a door body is attached to the tips of the legs. A reverse radial gate characterized by an opening/closing device connected to the upper part of the door body.
JP20676184A 1984-10-02 1984-10-02 Inverted radial gate Pending JPS6187009A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20676184A JPS6187009A (en) 1984-10-02 1984-10-02 Inverted radial gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20676184A JPS6187009A (en) 1984-10-02 1984-10-02 Inverted radial gate

Publications (1)

Publication Number Publication Date
JPS6187009A true JPS6187009A (en) 1986-05-02

Family

ID=16528647

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20676184A Pending JPS6187009A (en) 1984-10-02 1984-10-02 Inverted radial gate

Country Status (1)

Country Link
JP (1) JPS6187009A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7435035B2 (en) * 2001-11-13 2008-10-14 University Court Of Glasgow Caledonian University Watertight gate having gate leaf connected to foldable support
CN102979063A (en) * 2011-09-06 2013-03-20 中国水电顾问集团贵阳勘测设计研究院 Down-the-hole radial gate with multiple frames and multiple trunnions and two lifting pad eyes
CN103243687A (en) * 2013-04-19 2013-08-14 中国水利水电第十四工程局有限公司 Method for integrally mounting hinge device of extra-large sector gate
CN105220661A (en) * 2015-10-22 2016-01-06 中国电建集团成都勘测设计研究院有限公司 The high-velocity flow flood discharging tunnel arc door buried in underground props up hinge crossbeam structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7435035B2 (en) * 2001-11-13 2008-10-14 University Court Of Glasgow Caledonian University Watertight gate having gate leaf connected to foldable support
CN102979063A (en) * 2011-09-06 2013-03-20 中国水电顾问集团贵阳勘测设计研究院 Down-the-hole radial gate with multiple frames and multiple trunnions and two lifting pad eyes
CN103243687A (en) * 2013-04-19 2013-08-14 中国水利水电第十四工程局有限公司 Method for integrally mounting hinge device of extra-large sector gate
CN105220661A (en) * 2015-10-22 2016-01-06 中国电建集团成都勘测设计研究院有限公司 The high-velocity flow flood discharging tunnel arc door buried in underground props up hinge crossbeam structure

Similar Documents

Publication Publication Date Title
EP0438549A1 (en) Threshold construction for a tilting weir.
SU606561A3 (en) Flat gate valve
JPS6187009A (en) Inverted radial gate
US7726907B2 (en) Automatic trip gate
JP2015212517A (en) Tide gate and tide gate installation method
US2529141A (en) Spillway installation for dams
KR100432521B1 (en) Automatic inversion and under drain floodgate equited with safety screen.
US4648244A (en) Inclined reaction turbine with vortex suppression
KR20140057783A (en) Floor post structure prevent-sand erosion and restore method
KR200392599Y1 (en) Turning Type Fish Way Floodgate
JPS5817912A (en) Sand discharger for reversing gate
JP7198407B1 (en) Unit type flap gate
JP3367767B2 (en) Fish road
JP3500508B2 (en) Composite gate for water control
JP2002038458A (en) Float type radial gate for fish way
JP3653620B2 (en) Connecting girder weir
JP3427324B2 (en) Chain gate device
JP3008339B2 (en) Power flap gate
JPS6029448Y2 (en) Movable aqueduct bridge
JP2022165575A (en) Unit type flap gate
JP2003301510A (en) Structure of special manhole of combined system of sewerage
RU2038444C1 (en) Device to dam water stream
SU702102A1 (en) Control lock
JP2000273849A (en) Check dam
JPH083170B2 (en) Discharge facilities such as dams