JPH0346025Y2 - - Google Patents

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Publication number
JPH0346025Y2
JPH0346025Y2 JP1985164385U JP16438585U JPH0346025Y2 JP H0346025 Y2 JPH0346025 Y2 JP H0346025Y2 JP 1985164385 U JP1985164385 U JP 1985164385U JP 16438585 U JP16438585 U JP 16438585U JP H0346025 Y2 JPH0346025 Y2 JP H0346025Y2
Authority
JP
Japan
Prior art keywords
housing
gate
circular
plate
pipes
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
JP1985164385U
Other languages
Japanese (ja)
Other versions
JPS6273168U (en
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 filed Critical
Priority to JP1985164385U priority Critical patent/JPH0346025Y2/ja
Publication of JPS6273168U publication Critical patent/JPS6273168U/ja
Application granted granted Critical
Publication of JPH0346025Y2 publication Critical patent/JPH0346025Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 <産業上の利用分野> この考案は円形管路に配設する高圧スライドゲ
ートに関する。
[Detailed Description of the Invention] <Industrial Field of Application> This invention relates to a high-pressure slide gate installed in a circular conduit.

<従来の技術> 一般に高圧流体が流通する円形管路には、油
圧、モータ駆動等によりゲートリーフがハウジン
グ内を昇降するように構成した高圧スライドゲー
トは配設されている。
<Prior Art> Generally, a high-pressure slide gate whose gate leaf moves up and down within a housing by hydraulic pressure, motor drive, etc. is disposed in a circular conduit through which high-pressure fluid flows.

なお、高圧スライドゲートとは、水頭25m以上
で通水量5m3/s以上の射流を扱うものであつ
て、発電用、利用水等に使用される高流体圧のス
ライド形式ゲートをいう。
Note that a high-pressure slide gate refers to a high-pressure sliding gate that handles jet flow with a water head of 25 m or more and a flow rate of 5 m 3 /s or more, and is used for power generation, water utilization, etc.

その一例を示すと第8図に示すように上流管イ
と、管長が上流管イの管径の約1.5倍であり、か
つ一端が上流管イと等径の円形で他端が正方形で
あるテーパ管ロと、正方形管ハと、油圧駆動によ
りハウジングニ内を昇降可能なゲートリーフヌ
と、正方管ホと、管長が下流管トの管径の約1.5
倍であり、かつ一端が正方形で他端が下流管トと
等径のテーパ管ヘと、下流管トとが連設されてい
る。
As an example, as shown in Figure 8, upstream pipe A has a pipe length approximately 1.5 times the diameter of upstream pipe A, and one end is circular with the same diameter as upstream pipe A, and the other end is square. The tapered pipe B, the square pipe C, the gate leaf nut that can be raised and lowered within the housing by hydraulic drive, the square pipe E, and the pipe length is approximately 1.5 of the diameter of the downstream pipe.
The downstream pipe is connected to a tapered pipe whose one end is square and the other end has the same diameter as the downstream pipe.

<考案が解決しようとする問題点> このため、上、下流管イ,トの管径が2.0mの
円形管路ではテーパ管ロ,ヘの管長はそれぞれ
3.0m、正方形管ハ,ホの管長はそれぞれ1.0m、
ハウジングニを0.8mとした場合、その全長Lは
8.8m必要である。そしてゲートリーフヌにより
高圧スライドゲートの閉塞時における水圧上昇と
か、開閉中の水圧変動により正方形管ハ,ホおよ
びテーパ管ロ,ヘが変形するおそれがあるため、
円形管イ,トよりも頑強な補強リブを外周面へ突
設する必要がある。また管形状が円形管から正方
形管へ、そして再び円形管へと変化するため、キ
ヤビテーシヨンが発生し易い。そのほか、正方形
管は外圧に弱くてコンクリート埋設工事は仮設支
保工を使用しながら慎重に実施する必要があるた
め、一度にコンクリート打込みができない。これ
らの問題点から正方形管ハ,ホおよびテーパ管
ロ,ヘを使用する部分的な方形管路は円形管路に
比べて鋼材重量が約3倍以上となり、加工費、据
付け工事費等も高くなるという欠点がある。また
ハウジングニの両側には第9図に示すような戸溝
チが形成され、ハウジングニの底部が平坦である
ため、戸溝チの底部に砂、ゴミ等が堆積し易く、
第10図に示すようなゲートリーフヌを降下させ
てもハウジングニの底部へ密着できず、水密性が
劣るのみならず、流砂を生ずる管路には戸溝チに
砂を含む高速渦流により破壊するおそれがあるた
め使用できない。
<Problems to be solved by the invention> For this reason, in a circular pipe with a diameter of 2.0 m for the upper and downstream pipes A and G, the lengths of the tapered pipes B and H are, respectively.
3.0m, the length of square tubes C and E is 1.0m each,
If the housing length is 0.8m, the total length L is
8.8m is required. In addition, there is a risk that the square pipes C and E and the tapered pipes B and F may be deformed due to an increase in water pressure when the high-pressure slide gate is closed due to the gate reef, or due to water pressure fluctuations during opening and closing.
It is necessary to provide reinforcing ribs that are more robust than circular tubes A and D and protrude from the outer circumferential surface. Furthermore, since the tube shape changes from a circular tube to a square tube and then back to a circular tube, cavitation is likely to occur. In addition, square pipes are vulnerable to external pressure, and concrete burying work must be carried out carefully while using temporary supports, so concrete cannot be poured all at once. Due to these problems, partial rectangular pipes using square pipes C, E and tapered pipes R, F are approximately three times as heavy as the steel material compared to circular pipes, and the processing costs, installation costs, etc. are also high. It has the disadvantage of becoming. In addition, door grooves as shown in Figure 9 are formed on both sides of the housing, and since the bottom of the housing is flat, sand, dirt, etc. are likely to accumulate at the bottom of the door grooves.
Even if the gate reef tube shown in Figure 10 is lowered, it will not be able to contact the bottom of the housing hole, resulting in poor watertightness, and there is a risk that the pipeline that generates quicksand will be destroyed by the high-speed vortex that contains sand in the door groove. Cannot be used due to

<問題点を解決するための手段> この考案は上記問題点を解決するものであつ
て、以下にその内容を実施例に対応する第1〜5
図を参照しながら説明する。すなわち、高圧流体
が円形の上流管1.1から矢印に沿つて円形の下
流管2,1へ高速で流通する等径円形管路におい
て、上流管1,1、上流取付管1,2、高圧スラ
イドゲートのハウジング3、下流取付管2,2、
下流管2,1が同心的に溶着されている。そして
該ハウジング3の下端壁3,6の内面へ、上記円
形管路の内周面と一致する円弧面4,1と該円弧
面4,1から延長した斜上向きの傾斜面4,2,
4,3を形成した底部戸当り止水板4を固定し、
上記ハウジング3の背面壁3,2の内面へ上記円
形管路の内径より少し大きく、かつ下方に斜上向
きの傾斜部5,1,5,2を形成した門形の背面
戸当り止水板5を固定する。さらに上記底部戸当
り止水板4へ押圧可能な弾性水密板11,9を下
端面へ固定したゲートリーフ11が上記ハウジン
グ3内を昇降可能に装設し、上記円弧面4,1の
中心角を70度以内に形成したものである。
<Means for solving the problems> This invention is intended to solve the above problems, and the contents are explained below in sections 1 to 5 corresponding to the examples.
This will be explained with reference to the figures. That is, in an equal diameter circular pipe line in which high pressure fluid flows at high speed from a circular upstream pipe 1.1 to a circular downstream pipe 2, 1 along the arrow, the high pressure Slide gate housing 3, downstream mounting pipes 2, 2,
The downstream pipes 2 and 1 are welded concentrically. Then, on the inner surfaces of the lower end walls 3, 6 of the housing 3, arcuate surfaces 4, 1 that coincide with the inner circumferential surface of the circular conduit, and obliquely upwardly inclined surfaces 4, 2 extending from the arcuate surfaces 4, 1,
4, fix the bottom door stop water stop plate 4 formed with 3,
A gate-shaped rear door stop water stop plate 5 that is slightly larger than the inner diameter of the circular conduit and has downwardly inclined portions 5, 1, 5, 2 formed on the inner surfaces of the rear walls 3, 2 of the housing 3. to be fixed. Further, a gate leaf 11 having elastic watertight plates 11, 9 fixed to the lower end face that can be pressed against the bottom door stop water stop plate 4 is installed so as to be movable up and down inside the housing 3, and the central angle of the arcuate surfaces 4, 1 is formed within 70 degrees.

<実施例> 以下、この考案の実施例を示す図面にもとづい
て構成および作用を説明する。1,1は上流管、
1,2は上流取付管、2,1は下流管、2,2は
下流取付管で、いづれも等径の円形管路を構成す
る。そして上流管1,1は、上流取付管1,2
と、下流取付管2,2は下流管2,1と同心的に
溶着されている。3は正面壁3,1(上流側)、
背面壁3,2(下流側)、左右両側壁3,3,3,
4、上端壁3,5、下端壁3,6からなる高圧ス
ライドゲートのハウジングであつて、正面壁3,
1へ上流取付管1,2が、背面壁3,2へ下流取
付管2,2がそれぞれ同心的に溶着されて連通し
ている。そして背面壁3,2および下端壁3,6
から曲線状に延設したエツジ部3,7の下方側と
下流取付管2,2の下方側とが互に干渉する部分
は切欠いて、その中央中心角θの範囲は下流取付
管2,2の内周面と一致する円弧面が形成される
ように溶着されている。これに対応して下端壁
3,6の内面中央も該中心角θの範囲では上記円
弧面と一致する円弧面が形成され、その両端は該
円弧面から接続的に延長された斜上向きの傾斜面
が形成されている。4はハウジング3の下端壁
3,6の内面へ嵌入固着した底部戸当り止水板
で、中央の上記中心角θの範囲は上記円弧面と一
致する円弧面4,1が形成され、その両端は該円
弧面4,1から接続的に延長された斜上向きの傾
斜面4,2,4,3が形成されている。5はハウ
ジング3の背面壁3,2の内面と上記底部戸当り
止水板4へ溶着した門形の背面戸当り止水板であ
つて、その内側寸法は下流取付管2,2より少し
大きく、かつ下方に斜上向きの傾斜部5,1,
5,2が形成されている。6,7は正面壁3,1
の内面へ固着したフロント戸当り板、8,9はそ
れぞれ左右両側壁3,3,3,4の内面へ固着し
た左側ガイド板、右側ガイド板である。なおハウ
ジング3の外周面には縦リブとで格子状に組合せ
て突設されている。
<Example> Hereinafter, the structure and operation will be explained based on drawings showing an example of this invention. 1,1 is the upstream pipe,
1 and 2 are upstream mounting pipes, 2 and 1 are downstream pipes, and 2 and 2 are downstream mounting pipes, all of which constitute circular pipes of equal diameter. The upstream pipes 1 and 1 are connected to the upstream mounting pipes 1 and 2.
The downstream attachment pipes 2, 2 are concentrically welded to the downstream pipes 2, 1. 3 is the front wall 3,1 (upstream side),
Rear wall 3, 2 (downstream side), left and right side walls 3, 3, 3,
4. A housing for a high-pressure slide gate consisting of upper end walls 3, 5 and lower end walls 3, 6, the front wall 3,
Upstream mounting pipes 1 and 2 are concentrically welded to the rear walls 3 and 2, and downstream mounting pipes 2 and 2 are concentrically welded to the rear walls 3 and 2, respectively. and the back wall 3, 2 and the lower end wall 3, 6
The portion where the lower side of the edge portions 3, 7 extending in a curved shape from the lower side of the downstream mounting pipes 2, 2 interfere with each other is cut out, and the range of the central angle θ is the range of the downstream mounting pipes 2, 2. are welded to form an arcuate surface that coincides with the inner circumferential surface of. Correspondingly, the centers of the inner surfaces of the lower end walls 3 and 6 also form an arcuate surface that coincides with the above-mentioned arcuate surface within the range of the central angle θ, and both ends of the inner surface are inclined upwardly and are connected to each other from the arcuate surface. A surface is formed. Reference numeral 4 denotes a bottom door stop water stop plate that is fitted into and fixed to the inner surfaces of the lower end walls 3 and 6 of the housing 3, and the range of the central angle θ at the center forms arcuate surfaces 4 and 1 that coincide with the arcuate surface, and both ends thereof. Formed are obliquely upward inclined surfaces 4, 2, 4, 3 connected and extended from the arcuate surfaces 4, 1. Reference numeral 5 denotes a gate-shaped rear door stop water stop plate welded to the inner surfaces of the rear walls 3, 2 of the housing 3 and the bottom door stop water stop plate 4, and its inner dimension is slightly larger than the downstream mounting pipes 2, 2. , and an inclined part 5, 1 which is inclined upwardly downwardly.
5,2 are formed. 6 and 7 are front walls 3 and 1
The front door stop plate 8, 9 is fixed to the inner surface of the left and right side walls 3, 3, 4, respectively. Note that the housing 3 is provided with protrusions on the outer circumferential surface thereof in combination with vertical ribs in a lattice shape.

11はゲートリーフであつて、横桁11,1へ
縦桁11,2を格子状に固着し、さらに大きな曲
げモーメントに対する抵抗性を強化するために箱
桁11,3が固着されている。そして左右両側に
は側板11,4,11,5が、正面には正面板1
1,6が、背面には背面板11,7がそれぞれ溶
着され、下端には上記底部戸当り止水板4と相似
形の底板11,8が溶着されている。また底板1
1,8には半硬質ゴム等からなる弾性水密板1
1,9が一部下方へ突出するように固着されてい
る。なお11,10は、背面板11,7の上端お
よび両側端部位へ固着した背面水密板で背面戸当
り止水板5に対応し、形状はほぼ同一である。
Reference numeral 11 denotes a gate leaf, to which longitudinal beams 11,2 are fixed in a lattice pattern to the cross beams 11,1, and box girders 11,3 are fixed to further strengthen the resistance against large bending moments. There are side plates 11, 4, 11, 5 on both the left and right sides, and a front plate 1 on the front.
1 and 6, back plates 11 and 7 are respectively welded to the rear surfaces, and bottom plates 11 and 8, which are similar in shape to the bottom door stop water stop plate 4, are welded to the lower ends. Also, the bottom plate 1
1 and 8 are elastic watertight plates 1 made of semi-hard rubber, etc.
1 and 9 are fixed so as to partially protrude downward. Reference numerals 11 and 10 denote back watertight plates fixed to the upper end and both side end portions of the back plates 11 and 7, which correspond to the back door stop water stop plate 5 and have substantially the same shape.

このように構成したゲートリーフ11の上端部
中央に連結したピストンステム14は、上記ハウ
ジング3の上端壁3,5へ垂設した油圧シリンダ
12内を油圧により昇降可能なピストンヘツド1
3へ連結されている。そして油圧シリンダ12は
図示しない油圧源へ管路接続されている。したが
つてゲートリーフ11はハウジング3の背面戸当
り止水板5、前面戸当り板6,7および左右両側
ガイド板8,9で直立姿勢に保持されつつ、ピス
トンヘツド13と連動してハウジング3内を昇降
可能である。
A piston stem 14 connected to the center of the upper end of the gate leaf 11 configured as described above is a piston head 1 that can be raised and lowered by hydraulic pressure within a hydraulic cylinder 12 that is vertically disposed on the upper end walls 3 and 5 of the housing 3.
It is connected to 3. The hydraulic cylinder 12 is connected via a pipe to a hydraulic power source (not shown). Therefore, the gate leaf 11 is held in an upright position by the rear door stopper plate 5, the front door stopper plates 6, 7, and the left and right guide plates 8, 9 of the housing 3, and moves in conjunction with the piston head 13 to move the housing 3. It is possible to go up and down inside.

このような構成からなるこの考案の高圧スライ
ドゲートにおいて、底部戸当り止水板4へ押圧さ
れている(閉塞)ゲートリーフ11が上昇する
(開放)と、高圧流体は矢印の方向へ上流管1,
1、上流取付管1,2(上流側)からハウジング
3をへて下流取付管2,2、下流管2,1(下流
側)へ乱流も少く、円形のままで流動する。また
逆にゲートリーフ11が底部戸当り止水板4に向
つて降下すると、負荷応力が増大するが、上記背
面戸当り止水板5の下方に形成した斜上向きの傾
斜部5,1,5,2は下方になるほど広幅であ
り、背面戸当り止水板5の開口が短スパンにな
る。このため、ゲートリーフ11の箱桁11,3
の負荷応力を軽減しつつ底部戸当り止水板4へ押
圧密着される。
In the high-pressure slide gate of this invention having such a configuration, when the gate leaf 11 pressed against the bottom door stopper plate 4 (occluded) rises (opens), the high-pressure fluid flows into the upstream pipe 1 in the direction of the arrow. ,
1. The fluid flows from the upstream mounting pipes 1 and 2 (upstream side) through the housing 3 to the downstream mounting pipes 2 and 2 and the downstream pipes 2 and 1 (downstream side) with little turbulence and in a circular shape. Conversely, when the gate leaf 11 descends toward the bottom door stop water stop plate 4, the load stress increases; , 2 are wider as they move downward, and the opening of the waterstop plate 5 at the rear door has a shorter span. For this reason, the box girders 11 and 3 of the gate leaf 11
It is press-fitted tightly to the bottom door stop water stop plate 4 while reducing the load stress.

またこの下降時に、増大する静水圧力と高流速
の慣性によつて発生する動水圧力は、背面戸当り
止水板5から背面壁3,2を介して下流取付管
2,2の外周へ広く分散して伝えられる。
In addition, during this descent, the hydrodynamic pressure generated by the increasing hydrostatic pressure and the inertia of the high flow rate spreads from the rear door stop water stop plate 5 to the outer periphery of the downstream attachment pipes 2, 2 via the rear walls 3, 2. It is distributed and communicated.

ゲートリーフ11が最上方に位置して管路を開
放したときは、ゲートリーフ11の下端部が背面
戸当り止水板5の上辺部に対接している。
When the gate leaf 11 is located at the uppermost position to open the conduit, the lower end of the gate leaf 11 is in contact with the upper side of the back door stopper plate 5.

ゲートリーフ11が半開位置(ほぼ第2図の2
点鎖線で示す位置)まで下降すると、管路のほぼ
上半相当部分が受圧面となり、その水圧荷重は、
ゲートリーフ11の背面において、背面戸当り止
水板5の上辺部および左右両側辺部で支承され
る。従つて、ゲートリーフ11の下降に伴う水圧
荷重の増大は、受圧面の増加となり、更には背面
戸当り止水板5による支承面の増加となつて推移
する。このとき、ゲートリーフ11と背面戸当り
止水板5との間はほぼ水密を保ち、ゲートリーフ
11の背面の流速は殆どなく、ゲートリーフ11
には振動がない。
The gate leaf 11 is in the half-open position (approximately 2 in Fig. 2).
When descending to the position shown by the dotted chain line, almost the upper half of the pipe becomes the pressure receiving surface, and the hydraulic load is
On the back side of the gate leaf 11, it is supported by the upper side and left and right side sides of the back door stop water stop plate 5. Therefore, an increase in the hydraulic load due to the lowering of the gate leaf 11 results in an increase in the pressure receiving surface, which in turn leads to an increase in the support surface by the waterstop plate 5 for the rear door stop. At this time, almost watertightness is maintained between the gate leaf 11 and the rear door stop water stop plate 5, and there is almost no flow velocity on the rear side of the gate leaf 11.
has no vibration.

ゲートリーフ11が更に下降して管路を閉塞す
ると、水平方向の水圧荷重により、ゲートリーフ
11は背面戸当り止水板5の斜上向きの傾斜部
5,1,5,2を含む上辺部、両側辺部の全面に
圧着される。またゲートリーフ11の下辺部の所
定範囲(第2図における斜上向きの傾斜部5,1
下端と斜上向きの傾斜部5,2下端との間に相当
する範囲)では、閉塞行の方向は垂直方向であ
り、ゲートリーフ11は底部戸当り止水板4に密
着する。このように背面戸当り止水板5は、円形
管路の外周において、ゲートリーフ11の受ける
水圧荷重を最小スパンで支承して荷重分散が行わ
れる。
When the gate leaf 11 further descends and closes the pipe, due to the horizontal hydraulic load, the gate leaf 11 is moved to the upper side of the rear door stopper plate 5 including the diagonally upwardly inclined parts 5, 1, 5, 2, It is crimped to the entire surface of both sides. In addition, a predetermined range of the lower side of the gate leaf 11 (the obliquely upward inclined portions 5 and 1 in FIG.
In the area (corresponding to the area between the lower end and the lower end of the obliquely upwardly inclined parts 5 and 2), the direction of the closed row is the vertical direction, and the gate leaf 11 is in close contact with the bottom doorstop water stop plate 4. In this way, the rear door stop water stop plate 5 supports the hydraulic load received by the gate leaf 11 with the minimum span on the outer periphery of the circular conduit, thereby distributing the load.

また背面戸当り止水板5は、ゲートリーフ11
を垂直方向にガイドして、底部戸当り止水板4の
円弧面4,1、斜上向きの傾斜面4,2,4,3
へ正しく押圧させる。従つて本高圧スライドゲー
トは、垂直面の止水を背面戸当り止水板5によ
り、水平曲面の止水を底部戸当り止水板4による
2方向止水方式によつて水密機能が果たされる。
またハウジング3の下端壁3,6および底部戸当
り止水板4は中央部位が両端部位より低くなるよ
うに傾斜しているため、砂、ゴミ等が堆積しなく
なるほか、背面壁3,2から延設したエツジ部
3,7は曲線状に形成され、かつ背面戸当り止水
板5の内側寸法は下流取付管2,2の内径よりも
少し大きく形成されているため、高圧流体が背面
壁3,2へ衝突しないため、ハウジング3を通過
しても流動状況が安定し、模型実験でもキヤビテ
ーシヨンの発生が認められなかつた。
In addition, the water stop plate 5 for the rear door is connected to the gate leaf 11.
The arcuate surfaces 4, 1 of the bottom door stop water stop plate 4 and the upwardly inclined surfaces 4, 2, 4, 3 are guided in the vertical direction.
Press it correctly. Therefore, the watertight function of this high-pressure slide gate is achieved by a two-way water-stopping system, with the water-stopping plate 5 on the rear doorstop for vertical surfaces and the water-stopping plate 4 for the bottom doorstop for horizontally curved surfaces. .
In addition, the lower end walls 3 and 6 of the housing 3 and the bottom door stop water stop plate 4 are sloped so that the center part is lower than both end parts, so sand, dirt, etc. do not accumulate, and the back walls 3 and 2 The extended edge portions 3 and 7 are formed in a curved shape, and the inner dimension of the rear door stop water stop plate 5 is formed to be slightly larger than the inner diameter of the downstream attachment pipes 2 and 2, so that high-pressure fluid flows into the rear wall. 3 and 2, the flow condition was stable even after passing through the housing 3, and no cavitation was observed in model experiments.

更に、エツジ部3,7下方側の曲線形状部、背
面戸当り止水板5、背面壁3,2と、ゲートリー
フ11との間隙は微小であり、ゲートリーフ11
の下流面は上流面に比し常に低圧または負圧にな
る。従つて、上流側水圧の高圧が常にゲートリー
フ11に加わり、両面の水圧等により下流方向に
常に押圧されて昇降するので、ゲートリーフ11
は振動しない。
Furthermore, the gaps between the curved portions on the lower side of the edge portions 3 and 7, the rear door stop water stop plate 5, the rear walls 3 and 2, and the gate leaf 11 are minute;
The pressure on the downstream side is always lower or negative than that on the upstream side. Therefore, the high pressure of the upstream water pressure is always applied to the gate leaf 11, and the gate leaf 11 is constantly pressed downstream by the water pressure on both sides and moves up and down.
does not vibrate.

なお、第6,7図は他の実施例を示し、第2〜
3図に示すハウジング3と同様に底部戸当り止水
板4をハウジング23の下端壁23,6の内面へ
固着したものであつて、その中心角α(実施例で
は約60度)を上記中心角θより大きくした点に差
異がある。こうすると、それに対応するゲートリ
ーフ11の箱桁11,3の曲げモーメントが増大
する。この点から下端壁中央の円弧面23,61
の両端から接線方向より少し下向きに折曲げて斜
上向きの傾斜面23,62,23,63を形成し
て、上記曲げモーメントに対する抵抗性を強化し
た構成からなり、これ以外はすべて第2〜5図と
同様である。
In addition, FIGS. 6 and 7 show other embodiments, and FIGS.
Similar to the housing 3 shown in FIG. The difference is that the angle is larger than θ. This increases the corresponding bending moment of the box girders 11 and 3 of the gate leaf 11. From this point, the circular arc surface 23, 61 at the center of the lower end wall
is bent slightly downward from the tangential direction from both ends to form diagonally upward inclined surfaces 23, 62, 23, 63 to strengthen resistance to the bending moment, and all other It is similar to the figure.

<考案の効果> この考案に係る円形管路用高圧スライドゲート
は上記のとおり、(1)ハウジング下端壁の内面へ、
中央の円弧面とこの円弧面から延長した斜上向き
の傾斜面を形成した底部戸当り止水板を固着し、
(2)下端壁の形状もこれとほぼ同形に形成し、(3)下
端面を上記下端壁とほぼ相似形に形成したゲート
リーフを使用し、(4)背面壁に曲線状に延設したエ
ツジ部を形成したこと等により、従来のようなテ
ーパ管、正方形管等が不要となり、その全長を
従来よりも著しく短小化(管径2,0mでは約
6m)できるほか、ハウジング内を通過する高圧
流体の圧力変動およびゲートリーフの振動が従来
よりも小さくなり、流動状況が安定して、下流の
放出地点における減勢が容易となる。
<Effects of the invention> As described above, the high-pressure slide gate for circular pipes according to this invention has the following features: (1) to the inner surface of the lower end wall of the housing;
A bottom door stop water stop plate is fixed to the central arcuate surface and an upwardly sloping surface extending from the arcuate surface.
(2) The shape of the lower end wall was also formed in almost the same shape as this, (3) a gate leaf was used whose lower end surface was formed in a similar shape to the lower end wall, and (4) it was extended in a curved shape on the back wall. By forming the edge part, etc., there is no need for conventional tapered pipes, square pipes, etc., and the total length is significantly shorter than before (approx.
6m), and the pressure fluctuations of the high-pressure fluid passing through the housing and the vibrations of the gate leaf are smaller than before, making the flow situation more stable and making it easier to reduce the force at the downstream discharge point.

また、背面戸当り止水板が、円形管路におい
て、ゲートリーフの受ける水圧荷重を最小スパン
で受承して荷重分散を行うとともに、ゲートリー
フを垂直方向に正しくガイドすることができる。
さらに管路が円形のために変形が少なく、応力分
布がよくなり、補強リブが少なくて外圧に強い。
この他、背面戸当り止水板により、ゲートリーフ
の下端部が正しい位置に導かれ、円弧面と傾斜面
とを組合せた底部戸当り止水板に正確に圧接し
て、曲面水密が可能になつた。
In addition, the water stop plate for the rear door can absorb the hydraulic load received by the gate leaf in a circular conduit with a minimum span, thereby distributing the load, and can correctly guide the gate leaf in the vertical direction.
Furthermore, because the pipe is circular, there is less deformation, better stress distribution, and fewer reinforcing ribs, making it resistant to external pressure.
In addition, the lower end of the gate leaf is guided to the correct position by the rear door stop water stop plate, and is accurately pressed against the bottom door stop water stop plate, which is a combination of an arcuate surface and an inclined surface, making the curved surface watertight. Summer.

また、これと同様にハウジング底部の戸溝をな
くしたことにより、砂、ゴミ等が流下し易くな
り、それらの堆積によるゲートリーフの密着閉塞
不能の欠陥を除去することができる。
Similarly, by eliminating the door groove at the bottom of the housing, it becomes easier for sand, dirt, etc. to flow down, and it is possible to eliminate defects in the gate leaf that cannot be tightly closed due to their accumulation.

その上にこの考案の高圧スライドゲートを狭小
場所や短い放流管路に配設することができ、その
製造費、据付費等が節減できる等の経済的効果も
著大である。
Moreover, the high-pressure slide gate of this invention can be installed in narrow spaces or short discharge pipes, and it has great economic effects, such as reducing manufacturing costs, installation costs, etc.

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

第1〜7図はこの考案の実施例を示し、第1図
はその概要を示す縦断側面図、第2図は第1図に
示すA−A矢視拡大断面図、第3図は第2図に示
すB−B矢視断面図、第4図はゲートリーフの部
分切欠き正面図、第5図は第4図に示すC−C矢
視断面図、第6図は他のゲートハウジングの縦断
面図、第7図は第6図に示すD−D矢視断面図で
ある。第8〜10図は従来例を示し、第8図はそ
の概要を示す縦断側面図、第9図は第8図に示す
E−E矢視拡大断面図、第10図はゲートリーフ
の部分切欠き正面図である。 1,1,1,2,2,1,2,2……等径円形
管路、3……ハウジング、3,2……背面壁、
3,6……下端壁、4……底部戸当り止水板、
4,1……円弧面、4,2,4,3……斜上向き
の傾斜面、5……背面戸当り止水板、5,1,
5,2……斜上向きの傾斜部、11……ゲートリ
ーフ、11,3……箱桁、11,9……弾性水密
板。
1 to 7 show an embodiment of this invention, FIG. 1 is a vertical side view showing its outline, FIG. 2 is an enlarged sectional view taken along the line A-A shown in FIG. 1, and FIG. 4 is a partially cutaway front view of the gate leaf, FIG. 5 is a sectional view taken along C-C shown in FIG. 4, and FIG. 6 is a sectional view of another gate housing. The vertical sectional view, FIG. 7 is a sectional view taken along the line DD shown in FIG. 6. Figures 8 to 10 show a conventional example, Figure 8 is a vertical side view showing its outline, Figure 9 is an enlarged sectional view taken along the line E-E shown in Figure 8, and Figure 10 is a partial cutaway of the gate leaf. It is a cutaway front view. 1, 1, 1, 2, 2, 1, 2, 2... Equal diameter circular pipe line, 3... Housing, 3, 2... Back wall,
3, 6...Lower end wall, 4...Bottom door stop water stop plate,
4, 1... Arc surface, 4, 2, 4, 3... Diagonally upward slope, 5... Rear door stopper, 5, 1,
5, 2...Upward slope, 11...Gate leaf, 11,3...Box girder, 11,9...Elastic watertight plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 高圧スライドゲートのハウジングの下端壁内面
へ、等径円形管路の内周面と一致する円弧面と該
円弧面から延長した斜上向きの傾斜面とを形成し
た底部戸当り止水板を固定し、前記ハウジングの
背面壁内面へ、前記円形管路の内径より少し大き
く、かつ下方側に斜上向きの傾斜部を形成した門
形の背面戸当り止水板を固定し、前記底部戸当り
止水板へ押圧可能な弾性水密板を下端面へ固定し
たゲートリーフを前記ハウジング内へ昇降可能に
装設し、前記円弧面の中心角を70度以内に形成し
たことを特徴とする円形管路用高圧スライドゲー
ト。
A bottom door stop water stop plate is fixed to the inner surface of the lower end wall of the high-pressure slide gate housing, and has a circular arc surface that matches the inner circumferential surface of an equal-diameter circular conduit and an upwardly inclined surface that extends from the arc surface. , A gate-shaped rear door stop water stop plate, which is slightly larger than the inner diameter of the circular conduit and has an upwardly sloped part formed on the lower side, is fixed to the inner surface of the back wall of the housing, and the bottom door stop water stop plate is fixed to the inner surface of the back wall of the housing. For circular pipes, characterized in that a gate leaf with an elastic watertight plate fixed to the lower end face that can be pressed against the plate is installed in the housing so as to be movable up and down, and the central angle of the circular arc surface is formed within 70 degrees. High pressure slide gate.
JP1985164385U 1985-10-25 1985-10-25 Expired JPH0346025Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985164385U JPH0346025Y2 (en) 1985-10-25 1985-10-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985164385U JPH0346025Y2 (en) 1985-10-25 1985-10-25

Publications (2)

Publication Number Publication Date
JPS6273168U JPS6273168U (en) 1987-05-11
JPH0346025Y2 true JPH0346025Y2 (en) 1991-09-27

Family

ID=31093458

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985164385U Expired JPH0346025Y2 (en) 1985-10-25 1985-10-25

Country Status (1)

Country Link
JP (1) JPH0346025Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0699894B2 (en) * 1986-10-24 1994-12-07 石川島播磨重工業株式会社 High voltage slide gate
JPH07888B2 (en) * 1986-10-24 1995-01-11 石川島播磨重工業株式会社 High voltage slide gate door stabilizer

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5930043U (en) * 1982-08-19 1984-02-24 株式会社不二鉄工所 Unwinding machine

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55119476U (en) * 1979-02-17 1980-08-23
JPS5992727U (en) * 1982-12-09 1984-06-23 石川島播磨重工業株式会社 valve gate

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5930043U (en) * 1982-08-19 1984-02-24 株式会社不二鉄工所 Unwinding machine

Also Published As

Publication number Publication date
JPS6273168U (en) 1987-05-11

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