JPS6011150Y2 - Cylinder gate safety device - Google Patents

Cylinder gate safety device

Info

Publication number
JPS6011150Y2
JPS6011150Y2 JP8068281U JP8068281U JPS6011150Y2 JP S6011150 Y2 JPS6011150 Y2 JP S6011150Y2 JP 8068281 U JP8068281 U JP 8068281U JP 8068281 U JP8068281 U JP 8068281U JP S6011150 Y2 JPS6011150 Y2 JP S6011150Y2
Authority
JP
Japan
Prior art keywords
cylinder
water
lid
cylinder gate
opening
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
Application number
JP8068281U
Other languages
Japanese (ja)
Other versions
JPS57193720U (en
Inventor
昭三 土肥
Original Assignee
株式会社 栗本鉄工所
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 株式会社 栗本鉄工所 filed Critical 株式会社 栗本鉄工所
Priority to JP8068281U priority Critical patent/JPS6011150Y2/en
Publication of JPS57193720U publication Critical patent/JPS57193720U/ja
Application granted granted Critical
Publication of JPS6011150Y2 publication Critical patent/JPS6011150Y2/en
Expired legal-status Critical Current

Links

Landscapes

  • Barrages (AREA)

Description

【考案の詳細な説明】 この考案は貯水池の表面水を取水するシリンダゲートの
保安装置に関するものである。
[Detailed description of the invention] This invention relates to a safety device for a cylinder gate that takes in surface water from a reservoir.

このようなシリンダゲートにおいて、利用水深が深くな
り、取水量が多くなってくると、シリンダゲートを構成
する筒体の肉厚を十分に天きくする必要がある。
In such a cylinder gate, as the depth of water used becomes deeper and the amount of water taken in increases, it is necessary to increase the wall thickness of the cylindrical body constituting the cylinder gate sufficiently.

このため筒体を樹皮する板材の厚みが3−にも達する場
合があり、このような厚みになると、シリンダゲートの
自重が著しく大となるので、巻上機の容量を増加しなけ
ればならず、また運搬や現場施工上においても問題が生
じる。
For this reason, the thickness of the plate that makes up the cylinder can reach up to 3-3cm, and when it becomes this thick, the weight of the cylinder gate becomes extremely large, so the capacity of the hoist must be increased. Also, problems arise in transportation and on-site construction.

この考案は上記のような従来の高水深用のシリンダゲー
トの問題の解決を目的とするものである。
This invention aims to solve the problems of the conventional cylinder gate for high water depths as described above.

すなわち、この考案は最下段の筒体に非常用開口を設け
、この開口にシリンダゲートの内外の水圧の差が一定以
上になると開く蓋を設けて、シリンダゲート内の水位が
異常に下降して、筒体の外側に加わる水圧が危険な高さ
に上がるまえに蓋が開いて非常用開口を開放することに
より、シリンダゲート内の水圧と外部水圧の差を減少さ
せることにより筒体が水圧により破損することを防止す
るようにしたシリンダゲートの保安装置を提供するもの
である。
In other words, this idea provides an emergency opening in the bottom cylinder, and a lid that opens when the difference in water pressure between the inside and outside of the cylinder gate exceeds a certain level. By opening the lid and opening the emergency opening before the water pressure applied to the outside of the cylinder rises to a dangerous height, the difference between the water pressure inside the cylinder gate and the external water pressure is reduced, so that the cylinder is protected from water pressure. To provide a cylinder gate safety device that prevents damage.

以下にこの考案の詳細を添附図面に示す実施例に基づい
て説明する。
The details of this invention will be explained below based on the embodiments shown in the attached drawings.

第1図において、Aはシリンダゲートで大小径の異なる
複数の筒体1を摺動自在にはめ合せるとともにこのはめ
合せ部にパツキンを取付けて水漏れを防止しである。
In FIG. 1, A is a cylinder gate in which a plurality of cylindrical bodies 1 of different sizes and diameters are slidably fitted together, and a gasket is attached to this fitting part to prevent water leakage.

Bは取水塔で、ダム2の上流側に設けたもので、複数の
支柱と、この支柱間に設けたバースクリーンからなり、
前記シリンダゲートAを囲んでいる。
B is the water intake tower, which was installed on the upstream side of dam 2, and consists of multiple pillars and a bar screen installed between the pillars.
It surrounds the cylinder gate A.

また、取水塔B上には操作室3があり、この操作室3内
に設けた巻上機から垂下したロープ4がフロート式の整
流板5を吊り下げ、この整流板5により最上段の筒体1
を吊下げ、この筒体1の上端の呑口を貯水池6の水面下
の適宜の位置に保持する。
In addition, there is an operation room 3 on the water intake tower B, and a rope 4 hanging from a hoist installed in the operation room 3 suspends a float-type rectifying plate 5. body 1
is suspended, and the spout at the upper end of the cylinder 1 is held at an appropriate position below the water surface of the reservoir 6.

7は最下段の筒体1の下端近くに設けた複数の開口であ
る。
Reference numeral 7 denotes a plurality of openings provided near the lower end of the lowermost cylindrical body 1.

筒体1の内側には第3図に示すように水平の仕切板8が
あり、この仕切板8の周囲にも複数の開口9を設け、中
央には下向きの排水口10を設け、この排水口10の下
部には、ダム2の下部を通る導水路11に通じる水入口
12の上端外側に密着するパツキン13を設ける。
Inside the cylinder 1, there is a horizontal partition plate 8 as shown in FIG. At the lower part of the mouth 10, a gasket 13 is provided which is in close contact with the outer side of the upper end of the water inlet 12 which communicates with the water conduit 11 passing through the lower part of the dam 2.

14は各開口9を開閉する蓋で、軸15により仕切板8
に揺動自在に取付けられている。
14 is a lid that opens and closes each opening 9, and a shaft 15 connects the partition plate 8.
It is swingably mounted on the

この蓋14は第3図のように上方へは回動できるが、下
方へは回動できないようになっており、開口9の周囲に
設けたパツキン16.17が閉鎖位置の蓋14の周囲に
密着することによって開口9を完全に閉鎖するようにな
っている。
As shown in Fig. 3, this lid 14 can be rotated upwardly, but cannot be rotated downwardly, and the gaskets 16 and 17 provided around the opening 9 are attached to the periphery of the lid 14 in the closed position. By coming into close contact with each other, the opening 9 is completely closed.

また、蓋14は自重またバネの力で開口9を閉鎖する。Further, the lid 14 closes the opening 9 by its own weight or the force of a spring.

上記の実施例の場合、筒体1の内外の水位差が、あらか
じめ設定した範囲内にあるときは冬着14は第3図のよ
うに各開口9を閉じている。
In the case of the above embodiment, when the water level difference between the inside and outside of the cylinder body 1 is within a preset range, the winter jacket 14 closes each opening 9 as shown in FIG. 3.

従って貯水池6の表面水は最上段の筒体1の上端の呑口
から流入してシリンダゲートA内を流下し、排水口10
、水入口12を経て導水路11へと導かれる。
Therefore, the surface water of the reservoir 6 flows in from the spout at the upper end of the uppermost cylinder 1, flows down inside the cylinder gate A, and flows through the drain port 10.
, and is led to the water conduit 11 via the water inlet 12.

このとき貯水池6の底部附近の水圧は蓋14の下面に加
わっているが、蓋14の自重またはバネの力によって開
口9は完全に閉鎖されている。
At this time, water pressure near the bottom of the reservoir 6 is applied to the lower surface of the lid 14, but the opening 9 is completely closed due to the weight of the lid 14 or the force of the spring.

いま、筒体1内の水位が異常に下降して蓋14の下面に
加わる水圧が設定値を越えると蓋14が持ち上り、開ロ
アから流入した水が開口9から筒体1内に流入するから
筒体1の内外の水圧差が小さくなり、筒体1は保護され
る。
Now, when the water level inside the cylinder 1 falls abnormally and the water pressure applied to the lower surface of the lid 14 exceeds a set value, the lid 14 is lifted and the water that has flowed in from the opening lower flows into the cylinder 1 through the opening 9. Since the water pressure difference between the inside and outside of the cylinder 1 becomes small, the cylinder 1 is protected.

。第4図、第5図は他の実施例を示すもので、この場合
、最下段の筒体1内に各開ロアの直上に位置する受板1
8を全周に亘って設ける。
. FIGS. 4 and 5 show another embodiment, in which a receiving plate 1 is located in the lowermost cylinder 1 and directly above each opening lower.
8 is provided all around the circumference.

19は受板18上において、筒体1内に昇降自在にはめ
た蓋で、その中央には下向きの筒状部20を一体に形成
し、その内側を排水口21とする。
Reference numeral 19 denotes a lid which is fitted on the receiving plate 18 into the cylindrical body 1 so that it can be raised and lowered, and a downward cylindrical part 20 is integrally formed in the center of the lid, and the inside thereof is used as a drain port 21.

また、前記筒状部20の下縁にはパツキン22を取付け
て、蓋19が下降したときパツキン22が水入口12の
上端外周の受面29に密着して排水口21と水入口12
とが水密を保ちつつ連通ずるように構威し、受板18の
上面には下降した蓋19の外周下面数個所に接触する緩
衝ゴム23を設けである。
Further, a gasket 22 is attached to the lower edge of the cylindrical portion 20, so that when the lid 19 is lowered, the gasket 22 comes into close contact with the receiving surface 29 on the outer circumference of the upper end of the water inlet 12, and connects the drain port 21 and the water inlet 12.
Buffer rubber 23 is provided on the upper surface of the receiving plate 18 so as to contact several places on the lower outer circumference of the lowered lid 19.

さらに、蓋19の外周に形成した上向縁24の上部外周
には全周に亘るパツキン25を取付けてこのパツキン2
5を筒体1の内面に摺動自在に接触させ、かつ、前記上
向縁24の外側には筒体1の内面に接触する複数のロー
ラ26を設け、蓋19の下側に固定した複数のリブ27
には前記受板18の内側下側に固定した複数の垂直ガイ
ドレール28に沿って昇降するローラ30を取付ける。
Furthermore, a gasket 25 covering the entire circumference is attached to the upper outer periphery of the upward edge 24 formed on the outer periphery of the lid 19.
5 in slidable contact with the inner surface of the cylindrical body 1, and a plurality of rollers 26 are provided outside the upward edge 24 to contact the inner surface of the cylindrical body 1, and a plurality of rollers 26 fixed to the lower side of the lid 19 are provided. rib 27
A roller 30 that moves up and down along a plurality of vertical guide rails 28 fixed to the inner lower side of the receiving plate 18 is attached to the roller 30 .

上記の実施例の場合、貯水池の水面が通常の高さの場合
、開ロアを経て蓋19の下面に加わる水圧は蓋19の自
重より低いので、第5図のようにM19が自重により下
降位置にある。
In the case of the above embodiment, when the water level of the reservoir is at a normal height, the water pressure applied to the lower surface of the lid 19 through the open lower is lower than the own weight of the lid 19, so M19 is moved to the lowered position by its own weight as shown in FIG. It is in.

従って取水はシリンダゲートAの上端の呑口より行われ
ている。
Therefore, water intake is performed from the spout at the upper end of the cylinder gate A.

いま、筒体1内の水位が異常に下降し、蓋19を押上げ
る水圧が限界を越ると蓋19が押し上げられ、その筒状
部20の下端のパツキン22が受面29から離れるので
、開ロアから流入した貯水池底部の高圧の水は筒体1内
に流入し、筒体1の内外の水圧の差を少なくするので筒
体1は保護される。
Now, when the water level inside the cylinder 1 drops abnormally and the water pressure pushing up the lid 19 exceeds the limit, the lid 19 will be pushed up and the gasket 22 at the lower end of the cylindrical part 20 will separate from the receiving surface 29. High-pressure water at the bottom of the reservoir flowing in from the open lower flows into the cylinder 1, reducing the difference in water pressure between the inside and outside of the cylinder 1, so that the cylinder 1 is protected.

この考案は上記のようにシリンダゲートの最下段の筒体
に開口を設け、この開口を自重またはバネにより閉鎖す
る蓋を設けて、筒体内の水位が異常に下降し、貯水池の
底部附近の水圧が異常に高くなったとき、この水圧によ
って蓋が開いて高圧の水が筒体内に流入することにより
筒体の内外の水圧の差が少なくなるようにしたものであ
るから、非常に深いシリンダゲートの場合でも筒体の肉
厚を比較的薄くできる。
As mentioned above, this idea provides an opening in the bottom cylinder of the cylinder gate, and a lid that closes this opening using its own weight or a spring. When the water pressure becomes abnormally high, this water pressure opens the lid and high-pressure water flows into the cylinder, reducing the difference in water pressure inside and outside the cylinder, so it is a very deep cylinder gate. Even in this case, the wall thickness of the cylinder can be made relatively thin.

従って深い貯水池においても比較的軽量なシリンダゲー
トとなり、また、構造も簡単であるから故障のおそれが
少ないなどの効果がある。
Therefore, the cylinder gate is relatively lightweight even in deep reservoirs, and the structure is simple, so there is less risk of failure.

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

第1図はこの考案を実施したシリンダゲートの側面図1
.第2図は第1図I−I線の拡大横断平面図、第3図は
第2図■−■線の拡大縦断正面図、第4図は他の実施例
の第1図I−I線の拡大横断平面図、第5図は第4図■
−■線の拡大縦断正面図である。 1・・・・・・筒体、6・・・・・・貯水池、7,9・
・・・・・開口、14.19・・・・・・蓋、A・・・
・・・シリンダゲート。
Figure 1 is a side view of the cylinder gate that implemented this idea.
.. Fig. 2 is an enlarged cross-sectional plan view taken along line I-I in Fig. 1, Fig. 3 is an enlarged longitudinal sectional front view taken along line ■-■ in Fig. 2, and Fig. 4 is an enlarged longitudinal sectional view taken along line I-I in Fig. 1 of another embodiment. An enlarged cross-sectional plan view of Figure 5 is Figure 4 ■
It is an enlarged longitudinal sectional front view taken along the line -■. 1... Cylindrical body, 6... Reservoir, 7, 9.
...Opening, 14.19...Lid, A...
...Cylinder gate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 大小径の異なる複数の筒体を摺動自在にはめ合せて伸縮
自在とし、最上段の筒体の上端に取水口を設け、この取
水口を水面下の所定の位置に保持し、最下段の筒体の下
端開口は所望部へ水を導く導水路に連通させたシリンダ
ゲートにおいて、シリンダゲートの最下段の筒体には非
常用開口を設け、この開口にはシリンダゲートの内外の
水圧の差が一定以上に達したとき開口を開く蓋を設けた
シリンダゲートの保安装置。
A plurality of cylinders with different sizes and diameters are slidably fitted together to make them expandable and retractable.A water intake port is provided at the upper end of the top cylinder, and this water intake port is held at a predetermined position under the water surface. In the cylinder gate, the lower end opening of the cylinder communicates with the water conduit that guides water to the desired part, and an emergency opening is provided in the cylinder at the bottom of the cylinder gate. A cylinder gate safety device with a lid that opens when the temperature reaches a certain level.
JP8068281U 1981-05-29 1981-05-29 Cylinder gate safety device Expired JPS6011150Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8068281U JPS6011150Y2 (en) 1981-05-29 1981-05-29 Cylinder gate safety device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8068281U JPS6011150Y2 (en) 1981-05-29 1981-05-29 Cylinder gate safety device

Publications (2)

Publication Number Publication Date
JPS57193720U JPS57193720U (en) 1982-12-08
JPS6011150Y2 true JPS6011150Y2 (en) 1985-04-13

Family

ID=29876225

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8068281U Expired JPS6011150Y2 (en) 1981-05-29 1981-05-29 Cylinder gate safety device

Country Status (1)

Country Link
JP (1) JPS6011150Y2 (en)

Also Published As

Publication number Publication date
JPS57193720U (en) 1982-12-08

Similar Documents

Publication Publication Date Title
JPS6011150Y2 (en) Cylinder gate safety device
CN207633497U (en) A kind of road surface drainage structure
CN218224542U (en) Riser with high feeding performance
CN206971348U (en) Intelligence increases the catch-basin of row
CN211944631U (en) Overpressure protection device for floating roof sealing system
CN215211263U (en) Underwater box type water intake structure capable of being overhauled in dry land
JP2581977B2 (en) Perforated intake tower
JP2004084319A (en) Lifting gate type water intake device
JPS5851223Y2 (en) surface water intake device
JPH0750613Y2 (en) Air valve for water supply
CN205855051U (en) A kind of assembled storage tank
CN211285939U (en) Prefabricated pump station of flood control integration
JPH0577883A (en) Drain device for emergency of floating roof tank
KR102252146B1 (en) Automatic emergency roof drainage device for floating roof type oil storage tank
CN215105693U (en) Integrated pump station
CN210857389U (en) Multifunctional water stop
CN211113756U (en) Road inspection shaft lid for municipal construction
JPS5840074Y2 (en) liquid storage tank
CN210395618U (en) Integrated intercepting and lifting well
JPS5952315B2 (en) rapid air valve
JPS5910178Y2 (en) Water intake device
CN220342925U (en) Shallow round bin
JPS589025Y2 (en) kiyuueki valve
JPS6012488B2 (en) water pressure balance valve
CN207129455U (en) A kind of salt acid storage tank with drainage system