JPH0250247B2 - - Google Patents
Info
- Publication number
- JPH0250247B2 JPH0250247B2 JP20119883A JP20119883A JPH0250247B2 JP H0250247 B2 JPH0250247 B2 JP H0250247B2 JP 20119883 A JP20119883 A JP 20119883A JP 20119883 A JP20119883 A JP 20119883A JP H0250247 B2 JPH0250247 B2 JP H0250247B2
- Authority
- JP
- Japan
- Prior art keywords
- cylinder
- water
- gate
- pressure
- lowermost
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 76
- 230000000694 effects Effects 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 239000002352 surface water Substances 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000004062 sedimentation 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
- E02B7/26—Vertical-lift gates
- E02B7/32—Cylindrical or tubular 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】
(産業上の利用分野)
この発明は、ダム貯水池・沈澱池などの表層水
等を取水するためのシリンダーゲートに関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a cylinder gate for taking in surface water, etc. from a dam reservoir, a sedimentation pond, etc.
(従来の技術)
一般に、シリンダーゲートは、複数の取水シリ
ンダーが上下方向伸縮自在に設けられ、その最上
段シリンダーの上端がベルマウス(またはラツ
パ)状に開口した取水口とせられ、かつ取水口の
上方にフロートが連設され、最下段シリンダーの
下端が導水路に連通せられ、取水口がフロートに
よつて所定の水面下に位置しかつ水位に追従し
て、各シリンダーが支柱を案内して上下動するよ
うに構成されている。かかるシリンダーゲートで
は、最下段を除く他の取水シリンダーは、フロー
トの浮力により所定位置に浮いた状態とせられて
いる。そして、各取水シリンダーは、池水の水位
が取水口以下になつて各シリンダー内が負圧(大
気圧)になつても圧壊しないように設計され、特
に保安ゲート等は設けられていないのが現状であ
る。(Prior Art) In general, a cylinder gate is provided with a plurality of water intake cylinders that are vertically expandable and retractable, and the upper end of the uppermost cylinder serves as a water intake opening in the shape of a bell mouth. Floats are connected above, the lower end of the bottom cylinder is communicated with the water conduit, the water intake is positioned below the water level by the float and follows the water level, and each cylinder guides the support. It is configured to move up and down. In such a cylinder gate, the water intake cylinders other than the lowest stage are kept floating in a predetermined position due to the buoyancy of the float. Each water intake cylinder is designed so that it will not collapse even if the water level in the pond drops below the intake port and the inside of each cylinder becomes negative pressure (atmospheric pressure), and currently no security gates are installed. It is.
(発明が解決しようとする課題)
ところが、上記従来技術では、シリンダー内に
負圧が生じると、各シリンダー間を止水している
水密ゴムが池水の水圧によつて破損し、上下シリ
ンダー間から高速流の水がシリンダー内に流入す
るため、シリンダーは激しい振動が発生する。こ
のような振動を防止するために、従来は、バルブ
等の保安ゲートを別個に設けているが、シリンダ
ーゲートのメリツトが半減するという問題があ
る。(Problem to be Solved by the Invention) However, in the above conventional technology, when negative pressure is generated in the cylinder, the watertight rubber that seals off water between each cylinder is damaged by the water pressure of the pond water, and leaks from between the upper and lower cylinders. The cylinder vibrates violently as a high-speed stream of water flows into the cylinder. In order to prevent such vibrations, a safety gate such as a valve has conventionally been provided separately, but there is a problem in that the benefit of the cylinder gate is halved.
この発明は、上述のような実情に鑑みてなされ
たもので、シリンダー内が負圧になつた場合にお
いても別途に保安ゲートを配設しないでもシリン
ダー内を水圧バランス状態にすることができ、水
密ゴムの破損およびシリンダーの振動を防止する
ことができるシリンダーゲートを得ることを目的
としている。 This invention was made in view of the above-mentioned circumstances, and even if the pressure inside the cylinder becomes negative, it is possible to bring the inside of the cylinder into a water pressure balanced state without installing a separate safety gate, and it is watertight. The objective is to obtain a cylinder gate that can prevent rubber damage and cylinder vibration.
(課題を解決するための手段)
この発明は、上記目的を達成するために、複数
の取水シリンダーが上下方向伸縮自在に設けら
れ、最上段シリンダーの上端に取水盆が設けら
れ、かつ取水盆の上方にフロートが連接され、最
下段シリンダーの下端が導水路に連通され、支柱
を案内として上下動される形式のシリンダーゲー
トにおいて、最下段シリンダーは上下動自在と
し、通常状態では最下段シリンダーの下端部に設
けた水密ゴムで導水路開口周縁を水密状態に保持
し、外水水位が取水盆以下になつてシリンダーゲ
ート内圧力が所定値以上に低下した場合に外水圧
による上向きの力がゲート内圧力よりも大きくな
つて最下段シリンダーを上昇させ外水が該シリン
ダー内に流入するように最下段シリンダーに傾斜
部又は段差部が設けられたことを特徴としてい
る。この発明における浮力作用面構成手段として
は、通常のシリンダー内外水圧バランス状態で
は、最下段シリンダーの自重(W)とシリンダー
内水圧(IP)による下向きの和が、シリンダー
外側の外水圧(OP)による上向きの力(浮力)
よりも大きくなり、外水水位が取水盆以下になつ
たとき、すなわち、非常時(負圧時)には外水圧
(OP)による上向きの力(浮力)がシリンダー自
重(W)と内水圧(IP)による下向きの力およ
び摺動パツキン抵抗(Fg)よりも大きくなるよ
うな傾斜部または段差部(たとえば膨径部)を、
最下段シリンダーに形成する。(Means for Solving the Problems) In order to achieve the above object, the present invention includes a plurality of water intake cylinders that are vertically expandable and a water intake basin provided at the upper end of the topmost cylinder, and a water intake basin that In a cylinder gate in which a float is connected above, the lower end of the lowermost cylinder is communicated with the water conduit, and the lowermost cylinder is moved up and down using a support as a guide, the lowermost cylinder is vertically movable, and under normal conditions, the lower end of the lowest cylinder is The watertight rubber installed in the section keeps the periphery of the opening of the water conduit watertight, and when the outside water level falls below the intake basin and the pressure inside the cylinder gate drops to a predetermined value or more, the upward force from the outside water pressure will be applied inside the gate. It is characterized in that the lowest cylinder is provided with an inclined part or a stepped part so that the water becomes higher than the pressure, raises the lowest cylinder, and allows outside water to flow into the cylinder. In the buoyancy action surface construction means of this invention, in a normal cylinder internal and external water pressure balance state, the downward sum of the dead weight (W) of the lowest cylinder and the cylinder internal water pressure (IP) is due to the external water pressure (OP) outside the cylinder. upward force (buoyancy)
When the outside water level becomes lower than the intake basin, that is, in an emergency (at the time of negative pressure), the upward force (buoyancy) due to the outside water pressure (OP) becomes equal to the cylinder's own weight (W) and the internal water pressure ( If the slope or stepped portion (e.g. bulge portion) is larger than the downward force caused by IP) and the sliding packing resistance (Fg),
Form in the bottom cylinder.
(作用)
本発明によれば、最下段シリンダーは、通常の
取水状態では、その下端が導水路の開口端縁に圧
着されて水密状態になり、かつ止水されて水密状
態となつているが、非常時には、シリンダー内水
圧が低下し、負圧(大気圧)になるので外水圧に
よる浮力が傾斜部又は段差部に作用し、最下段シ
リンダーは自動的に若干浮上せしめられ、最下段
シリンダーの下端の水密が解かれて池水がこれと
導水路開口上縁との間から流入して導水路および
シリンダー内を充満させ、内外水圧がバランス状
態を保つに至り、各シリンダー間の水密ゴムの破
損がなく、かつシリンダーの振動も発生せず、安
定した取水ができシリンダーゲートの保安が可能
となる。(Function) According to the present invention, in the normal water intake state, the lower end of the cylinder at the lowest stage is pressed against the opening edge of the water conduit, making it watertight, and water is cut off, making it watertight. In an emergency, the water pressure inside the cylinder decreases and becomes negative pressure (atmospheric pressure), so the buoyant force from the outside water pressure acts on the slope or step, and the lowest cylinder is automatically raised slightly. The watertight seal at the lower end was broken, and pond water flowed in from between this and the upper edge of the headrace opening, filling the headrace and cylinders, resulting in a balance between internal and external water pressure, which caused damage to the watertight rubber between each cylinder. There is no vibration in the cylinder, and stable water intake is possible, making it possible to maintain the security of the cylinder gate.
(実施例)
以下、この発明の実施例を図面に基づいて詳細
に説明する。(Example) Hereinafter, an example of the present invention will be described in detail based on the drawings.
図面において、1はシリンダーゲートで、取水
シリンダー2,3,4を上下方向に伸縮自在に構
成し、貯水池5等に立設された支柱13に、先端
にガイドローラ14を有する支持アーム15を介
して支持され、かつ水面変動に応じて上下案内さ
れるようになつている。なお、第2図〜第5図で
は、支柱13、ガイドローラ14及び支持アーム
15は省略してある。最上段シリンダー2の上端
部には、外方に向つて拡開されたラツパ状の取水
盆6が固着され、最下段シリンダー4の下端は、
埋設導水路7に連通され水密ゴム12が設けられ
ている。なお、図示されていないが、各取水シリ
ンダー2,3,4の連接部には係止リングが固着
され、ガイドローラが介装されると共にそれぞれ
水密パツキンが装着され、これによつて伸縮を円
滑ならしめかつ表層水以外の水がシリンダーゲー
ト1内に流入しないようになされている。 In the drawing, reference numeral 1 denotes a cylinder gate, which has water intake cylinders 2, 3, and 4 configured to be expandable and retractable in the vertical direction, and is connected to a support arm 15 having a guide roller 14 at the tip of a support arm 13 that is erected on a reservoir 5, etc. It is designed to be supported and guided up and down according to changes in the water level. Note that in FIGS. 2 to 5, the support column 13, guide roller 14, and support arm 15 are omitted. The upper end of the uppermost cylinder 2 is fixed with a water intake basin 6 which is flared outward, and the lower end of the lowermost cylinder 4 is fixed to the upper end of the uppermost cylinder 2.
A watertight rubber 12 is provided in communication with the buried water conduit 7. Although not shown, a locking ring is fixed to the connecting portion of each water intake cylinder 2, 3, and 4, and a guide roller is interposed therebetween, and a watertight packing is attached to each of them, thereby facilitating expansion and contraction. Water other than surface water is leveled and prevented from flowing into the cylinder gate 1.
また、前記取水盆6の上面には、略コマ形の中
空フロート8が複数本のボルトおよびナツト(図
示省略)により間隔調整可能に取り付けられてい
る。そして、最下段シリンダー4には、浮力が作
用するように段差部9が設けられている。第1図
に示されている第1実施例では、最下段シリンダ
ー4の下部4Aを残して上方の大部分が直径を大
きくした膨径部4Bとせられ、段差部9が形成さ
れている。この段差部9の面積(A)は、通常、
W+IP・A>OP・A(1式)を満足し、かつシリ
ンダー内水圧(IP)が低下した非常時に、W+
IP・A+Fg<OP・A(2式)を満足するように
設計される。ここでWは最下段シリンダー4の自
重、OPはシリンダー外側の水圧、Fgは水密ゴム
の摺動低抗である。このような浮力が作用するよ
うにすることによつて、万一、シリンダーゲート
1内圧力が低下し、負圧状態になつた場合、前記
2式を満足するので最下段シリンダー4は若干浮
上し、外水が導水路7開口上縁とシリンダー4下
端の間から流入してシリンダーゲート1内を水圧
バランス状態に保持することができる。したがつ
て、各取水シリンダー2,3,4間に設けられて
いる水密パツキンの破損はなく、またシリンダー
2,3,4の振動も生起しない。 Further, on the upper surface of the water intake basin 6, a substantially top-shaped hollow float 8 is attached with a plurality of bolts and nuts (not shown) so that the intervals can be adjusted. The lowermost cylinder 4 is provided with a stepped portion 9 so that buoyancy acts thereon. In the first embodiment shown in FIG. 1, most of the upper part of the lowermost cylinder 4 except for the lower part 4A is made into an enlarged diameter part 4B with a larger diameter, and a stepped part 9 is formed. The area (A) of this stepped portion 9 is usually
In an emergency when W+IP・A>OP・A (set 1) is satisfied and the water pressure (IP) in the cylinder has decreased, W+
It is designed to satisfy IP・A+Fg<OP・A (equation 2). Here, W is the dead weight of the lowermost cylinder 4, OP is the water pressure outside the cylinder, and Fg is the sliding resistance of the watertight rubber. By allowing such buoyancy to act, in the unlikely event that the pressure inside the cylinder gate 1 drops and becomes a negative pressure state, the lowermost cylinder 4 will float slightly because the above two equations are satisfied. , outside water flows in between the upper edge of the opening of the water conduit 7 and the lower end of the cylinder 4, and the inside of the cylinder gate 1 can be maintained in a hydraulically balanced state. Therefore, there is no damage to the watertight gaskets provided between the water intake cylinders 2, 3, and 4, and no vibration of the cylinders 2, 3, and 4 occurs.
第2図に示されている第2実施例では、最下段
シリンダー4は、その下端4Aが最小径であり、
上端膨径部4Bが最大径で中間シリンダー3の直
径よりも太いテーパ管とせられ、第1図に示す第
1実施例と同様に前記1式および2式を満足する
ように設計され、同等の作用、効果が期待できる
ように構成されている。 In the second embodiment shown in FIG. 2, the lowermost cylinder 4 has the smallest diameter at its lower end 4A,
The upper end enlarged diameter part 4B is a tapered pipe whose maximum diameter is larger than the diameter of the intermediate cylinder 3, and is designed to satisfy the above-mentioned formulas 1 and 2 in the same manner as the first embodiment shown in FIG. It is structured in such a way that it can be expected to work and be effective.
また、第3図に示されている第3実施例では、
最下段シリンダー4の上部外周に浮力タンク10
が設けられかつ浮力タンク10内周面(シリンダ
ー4の壁)に適当数の通水孔11が設けられてシ
リンダー内圧と同圧になるにしてあり、段差部9
の面積Aは第1図の第1実施例と同様に前記1式
および2式を満足するように設計されている。し
たがつて、この第3実施例においても、シリンダ
ーゲート1内が負圧になると浮力タンク10内の
圧力が低下し、第1実施例と同等の作用効果が期
待できる。 Furthermore, in the third embodiment shown in FIG.
A buoyancy tank 10 is installed on the upper outer periphery of the bottom cylinder 4.
is provided, and an appropriate number of water passage holes 11 are provided on the inner circumferential surface of the buoyancy tank 10 (wall of the cylinder 4) to maintain the same pressure as the cylinder internal pressure.
The area A of is designed to satisfy the above-mentioned equations 1 and 2, as in the first embodiment shown in FIG. Therefore, in this third embodiment as well, when the pressure inside the cylinder gate 1 becomes negative, the pressure inside the buoyancy tank 10 decreases, and the same effects as in the first embodiment can be expected.
第4図および第5図は、第4実施例を示すもの
で、上段側取水シリンダーの直径が大きく外側に
位置するように構成され、浮力が作用するよう
に、最下段シリンダー4の下部外周に浮力タンク
10が設けられている。そして、各取水シリンダ
ー2,3,4の下端にも水密ゴム12が設けられ
ており、第5図に示されているように、ダム水位
が低下してシリンダーゲート1が最下位置に達し
た状態では、浮力タンク10の上面と下面に作用
する力のバランスがくずれて浮力が増大してシリ
ンダーゲート1内が負圧になるとシリンダーゲー
ト1が若干浮上するように構成されている。な
お、浮力タンク10の内周面(最下段シリンダー
4の壁面)に適当数の通水孔(図示省略)を設け
ることによつて、第3実施例と同様に、取水シリ
ンダー2が最下位置でなくても、シリンダーゲー
ト1内が負圧になつた場合浮力タンク10内圧力
も低下して、最下段シリンダー4が浮上し、外水
を流入させて水圧バランス状態にすることができ
る。 4 and 5 show a fourth embodiment, in which the upper water intake cylinder has a large diameter and is located on the outside, and the lower outer periphery of the lowermost cylinder 4 is designed so that buoyancy acts on it. A buoyancy tank 10 is provided. A watertight rubber 12 is also provided at the lower end of each water intake cylinder 2, 3, and 4, and as shown in Figure 5, when the dam water level drops, the cylinder gate 1 reaches its lowest position. In this state, the balance between the forces acting on the upper and lower surfaces of the buoyancy tank 10 is lost, the buoyancy increases, and when the inside of the cylinder gate 1 becomes negative pressure, the cylinder gate 1 is configured to float slightly. Note that by providing an appropriate number of water holes (not shown) on the inner peripheral surface of the buoyancy tank 10 (wall surface of the lowermost cylinder 4), the water intake cylinder 2 can be placed at the lowermost position as in the third embodiment. Even if it is not, if the pressure inside the cylinder gate 1 becomes negative, the pressure inside the buoyancy tank 10 will also drop, the lowermost cylinder 4 will float, and outside water can flow in to achieve a water pressure balance state.
そして、上記各実施例において、第5図に示す
ように最下段シリンダー4が若干上昇して外水が
シリンダーゲート1内に流入するとき、導水路7
開口周縁外方に堆積していた土砂が外水と共に流
され、再度最下段シリンダー4が下降した場合の
水密をを確保することができる。 In each of the above embodiments, when the lowermost cylinder 4 rises slightly and outside water flows into the cylinder gate 1 as shown in FIG.
The earth and sand accumulated on the outside of the opening periphery are washed away together with the outside water, and watertightness can be ensured when the lowermost cylinder 4 is lowered again.
(発明の効果)
この発明にかかるシリンダーゲートは、シリン
ダーゲート内が所定圧力以下に低下した状態(負
圧状態)になつたときに、最下段シリンダーに浮
力が作用する傾斜部又は段差部を設けたので、負
圧になると最下段シリンダーが自動的に若干浮上
しその下端から外水がシリンダーゲート内に流入
して水圧バランス状態となり、各シリンダー間に
設けられる水密ゴムの破損を防止することがで
き、また各シリンダーの振動を防止できるうえ、
各シリンダーも水位差設計が可能となるため軽量
化することができ、別途に保安ゲートを設ける必
要もなく安定した取水ができ、導水路開口周辺の
堆積土砂を流掃できるなどの卓越した効果を奏す
る。(Effects of the Invention) The cylinder gate according to the present invention is provided with an inclined part or a stepped part on which buoyancy acts on the lowest cylinder when the pressure inside the cylinder gate drops below a predetermined pressure (negative pressure state). Therefore, when the pressure becomes negative, the lowest cylinder automatically rises slightly and outside water flows into the cylinder gate from its lower end, creating a water pressure balance state and preventing damage to the watertight rubber provided between each cylinder. In addition to preventing vibration of each cylinder,
Each cylinder can also be designed with a water level difference, making it lighter, allowing stable water intake without the need for a separate security gate, and achieving outstanding effects such as being able to sweep away accumulated sediment around the opening of the headrace channel. play.
図面はこの発明の実施例の概略構成を示すもの
で、第1図は第1実施例の縦断面図、第2図は第
2実施例の縦断面図、第3図は第3実施例の縦断
面図、第4図は第4実施例の縦断面図、第5図は
第4実施例におけるシリンダーゲート最下位置に
おける状態を示す縦断面図である。
1……シリンダーゲート、2,3,4……取水
シリンダー、4B……膨径部、5……貯水池、6
……取水盆、7……導水路、9……段差部、10
……浮力タンク、11……通水孔。
The drawings show a schematic configuration of an embodiment of the present invention. FIG. 1 is a longitudinal sectional view of the first embodiment, FIG. 2 is a longitudinal sectional view of the second embodiment, and FIG. 3 is a longitudinal sectional view of the third embodiment. FIG. 4 is a vertical cross-sectional view of the fourth embodiment, and FIG. 5 is a vertical cross-sectional view showing the state of the cylinder gate at the lowest position in the fourth embodiment. 1... Cylinder gate, 2, 3, 4... Water intake cylinder, 4B... Expansion section, 5... Reservoir, 6
... Water intake basin, 7 ... Headrace channel, 9 ... Step section, 10
...Buoyancy tank, 11...Water hole.
Claims (1)
自在に設けられ、最上段シリンダー2の上端に取
水盆6が設けられ、かつ取水盆6の上方にフロー
ト8が連接され、最下段シリンダー4の下端が導
水路7に連通され、支柱13を案内として上下動
される形式のシリンダーゲート1において、最下
段シリンダー4は上下動自在とし、通常状態で
は、最下段シリンダー4の下端部に設けた水密ゴ
ム12で導水路7開口周縁を水密状態に保持し、
外水水位が取水盆6以下になつてゲート1内が負
圧になつた場合に、外水圧による上向きの力がゲ
ート1内圧力よりも大きくなつて最下段シリンダ
ー4を上昇させて外水が該シリンダー4内に流入
するように、最下段シリンダー4に傾斜部又は段
差部9を設けたことを特徴とするシリンダーケー
ト。1 A plurality of water intake cylinders 2 to 4 are provided vertically expandable and retractable, a water intake tray 6 is provided at the upper end of the uppermost cylinder 2, a float 8 is connected above the water intake tray 6, and the lower end of the lowermost cylinder 4 In the cylinder gate 1, which is connected to the water conduit 7 and can be moved up and down using the pillar 13 as a guide, the lowermost cylinder 4 is vertically movable. 12 to maintain the periphery of the opening of the water conduit 7 in a watertight state,
When the water level of the outside water falls below the water intake basin 6 and the pressure inside the gate 1 becomes negative, the upward force due to the outside water pressure becomes greater than the pressure inside the gate 1, causing the lowest cylinder 4 to rise and the outside water to flow out. A cylinder cage characterized in that the lowermost cylinder 4 is provided with a sloped portion or a stepped portion 9 so as to flow into the cylinder 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20119883A JPS6092509A (en) | 1983-10-27 | 1983-10-27 | Cylinder gate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20119883A JPS6092509A (en) | 1983-10-27 | 1983-10-27 | Cylinder gate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6092509A JPS6092509A (en) | 1985-05-24 |
| JPH0250247B2 true JPH0250247B2 (en) | 1990-11-01 |
Family
ID=16436969
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20119883A Granted JPS6092509A (en) | 1983-10-27 | 1983-10-27 | Cylinder gate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6092509A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0426403A (en) * | 1990-05-22 | 1992-01-29 | Itaru Taniguchi | Chair |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111945677B (en) * | 2020-08-25 | 2021-08-03 | 黄河勘测规划设计研究院有限公司 | Method for reducing negative pressure at bottom of plane gate and plane gate structure thereof |
-
1983
- 1983-10-27 JP JP20119883A patent/JPS6092509A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0426403A (en) * | 1990-05-22 | 1992-01-29 | Itaru Taniguchi | Chair |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6092509A (en) | 1985-05-24 |
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