JP3455136B2 - Undulating gate - Google Patents

Undulating gate

Info

Publication number
JP3455136B2
JP3455136B2 JP15671799A JP15671799A JP3455136B2 JP 3455136 B2 JP3455136 B2 JP 3455136B2 JP 15671799 A JP15671799 A JP 15671799A JP 15671799 A JP15671799 A JP 15671799A JP 3455136 B2 JP3455136 B2 JP 3455136B2
Authority
JP
Japan
Prior art keywords
gate
packing
section
shaped cross
face
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 - Fee Related
Application number
JP15671799A
Other languages
Japanese (ja)
Other versions
JP2000345539A (en
Inventor
高志 小阪
昭 竹井
誠司 ▲高▼野
幸雄 栄川
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.)
Kurimoto Ltd
Original Assignee
Kurimoto Ltd
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 Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP15671799A priority Critical patent/JP3455136B2/en
Publication of JP2000345539A publication Critical patent/JP2000345539A/en
Application granted granted Critical
Publication of JP3455136B2 publication Critical patent/JP3455136B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、河川、貯水池な
どの水路に設置される起伏ゲート、特にそのゲート端面
のシール構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an undulating gate installed in a waterway such as a river or a reservoir, and more particularly to a sealing structure for the end face of the gate.

【0002】[0002]

【従来の技術】河川の治水ゲートGとして、起伏ゲート
が多く採用されており、この種の起伏ゲートGは、特公
平5−77805号公報等に示されるように、この発明
の一実施例を示す図1乃至図3を参照して説明すると、
河川などの水路Rにその水路Rを横切るようにゲート
(ゲート本体)1を設置するとともに、軸受Eでもって
起伏自在とし、そのゲート1の下部に回動軸(起伏駆動
軸)2を端面から突出させ、その回動軸2を油圧シリン
ダ3によりレバー4を介して回動し、ゲート1を起伏さ
せる構造が一般的である。図中、矢印が水の流れ方向で
ある。
2. Description of the Related Art An undulating gate is often used as a river flood control gate G, and this type of undulating gate G is an embodiment of the present invention as disclosed in Japanese Patent Publication No. 5-77805. Referring to FIG. 1 to FIG.
A gate (gate body) 1 is installed in a waterway R of a river or the like so as to cross the waterway R, and can be hoisted by a bearing E, and a rotary shaft (hoisting drive shaft) 2 is provided below the gate 1 from an end surface. A general structure is such that the gate 1 is projected and raised, and the rotary shaft 2 thereof is rotated by a hydraulic cylinder 3 via a lever 4 to undulate the gate 1. In the figure, the arrow indicates the flow direction of water.

【0003】この起伏ゲートGにおいて、従来、水路R
の側面(側壁)W及び底面との水密性は、底面にあって
は、図11に示すように水路R底面の上流側に板状ゴム
(パッキング)5をゲート1全長に亘って設け(図8参
照)、このゴム5をゲート1下部の半円筒部1aに当接
させることにより得ており、側面にあっては、図11、
図12(a)に示すようにゲート1の端面長さ方向にパ
ッキング6を設け、このパッキング6を水路側面Wに当
接させることにより得ている。
In this undulating gate G, a water channel R is conventionally used.
As for the watertightness between the side surface (side wall) W and the bottom surface of the gate, as shown in FIG. 11, a plate-shaped rubber (packing) 5 is provided over the entire length of the gate 1 on the upstream side of the bottom surface of the water channel R as shown in FIG. 8), and this rubber 5 is obtained by abutting on the semi-cylindrical portion 1a below the gate 1.
As shown in FIG. 12A, a packing 6 is provided in the length direction of the end surface of the gate 1, and the packing 6 is brought into contact with the side surface W of the water channel.

【0004】また、回動軸2の貫通部を介しての油圧シ
リンダ3等の機械室Dへの水シールは、その貫通部にお
いて、回動軸2周りにパッキングを介在させることによ
り行なうのが一般的である。また、上記公告公報では、
図12(b)に示すように、ゲート1端面の回動軸2周
りにパッキング7を設け、このパッキング7を水路側面
Wに当接させて、その水シールを行っている。
Further, the water seal to the machine chamber D such as the hydraulic cylinder 3 through the penetrating portion of the rotating shaft 2 is performed by interposing packing around the rotating shaft 2 in the penetrating portion. It is common. In addition, in the above publication,
As shown in FIG. 12B, a packing 7 is provided around the rotating shaft 2 on the end surface of the gate 1, and the packing 7 is brought into contact with the side surface W of the water passage to seal the water.

【0005】[0005]

【発明が解決しようとする課題】上記ゲート1の端面シ
ールにおけるその端面長さ方向のパッキング6は、図1
2(a)に示すように、断面Y字状であって、その二股
状リップ6aが水路側面Wに斜めに当接し、その当接状
態の起伏によってゲート1起伏時の揺れを吸収して、安
定したシール効果を維持する。
The packing 6 in the lengthwise direction of the end face of the end face seal of the gate 1 shown in FIG.
As shown in FIG. 2 (a), it has a Y-shaped cross section and its bifurcated lip 6a obliquely abuts the side surface W of the waterway, and the undulation of the abutting state absorbs the sway when the gate 1 is undulated, Maintain a stable sealing effect.

【0006】一方、回動軸2の軸周りの水シールにおい
て、貫通部内で回動軸周りにパッキングを介在したもの
は有効なシール効果を得ることができる。しかし、パッ
キングが劣化して交換するには、回動軸2部分を解体し
なければならず、その作業が煩雑である。
On the other hand, in the water seal around the rotary shaft 2, the water seal around the rotary shaft in the penetrating portion can obtain an effective sealing effect. However, in order to deteriorate the packing and replace it, the rotating shaft 2 portion must be disassembled, and the work is complicated.

【0007】また、上記公告公報記載のパッキング7
は、図12(b)に示すように、断面L字状で、その折
曲片7a全面が水路側面Wに当接している。この全面接
触による水シールは、パッキング7(7a)の厚み方向
の圧縮撓みのみによって圧接度を得るため、上記パッキ
ング6のリップ6aの屈曲撓み(リップ効果)による圧
接に比べれば、シール効果は劣るうえに、ゲート1の揺
れによるゲート1端面と水路側面Wの間隙変化にも追従
しにくく、シール性が低下し易い。さらに、ゲート1の
撓み及び回動(起伏)時の捩り等からゲート1端面と水
路側面Wとが斜めに向き合う場合があるが、全面接触で
あると、その動きに追従できず、シール性の低下を招
く。シール性の低下は水漏れの原因となり、この水漏れ
は回動軸2を伝って機械室Dに浸水することとなり、重
大な事故を招く。
Further, the packing 7 described in the above publication
As shown in FIG. 12 (b), has an L-shaped cross section, and the entire bent piece 7 a is in contact with the waterway side surface W. Since the water seal by the entire surface contact obtains the pressure contact degree only by the compression deflection in the thickness direction of the packing 7 (7a), the sealing effect is inferior to the pressure contact by the bending deflection (lip effect) of the lip 6a of the packing 6 described above. In addition, it is difficult to follow the change in the gap between the end surface of the gate 1 and the side surface W of the water channel due to the swing of the gate 1, and the sealing performance is likely to deteriorate. Further, the end face of the gate 1 may face the side face W of the waterway obliquely due to the bending of the gate 1 and the twisting at the time of turning (up and down). Cause decline. The deterioration of the sealing property causes water leakage, and this water leakage causes water to enter the machine room D along the rotating shaft 2, resulting in a serious accident.

【0008】さらに、パッキング7は図11のように継
目のない環状形状のものであるため、このパッキング7
が劣化した等により、その交換などのメンテナンスを行
う場合、環状ゆえに、回動軸2の部分を解体する必要が
ある。解体作業は上述のように煩雑であり、経済的損失
も大きい。
Further, since the packing 7 has a seamless annular shape as shown in FIG.
When maintenance such as replacement is performed due to deterioration, etc., it is necessary to disassemble the portion of the rotating shaft 2 because of the ring shape. The dismantling work is complicated as described above, and the economic loss is large.

【0009】また、図11に示すように、長さ方向のパ
ッキング6と周方向のパッキング7の接合部aは、上流
側の高い水圧が作用するにもかかわらず、パッキング6
の端面がパッキング7に突き当っている状態のため、そ
の接合強度も弱く、経年劣化により、この接合部から水
漏れが生じ易い。
Further, as shown in FIG. 11, the joint portion a between the packing 6 in the length direction and the packing 7 in the circumferential direction has a packing 6 in spite of a high upstream water pressure.
Since the end surface of the joint is in contact with the packing 7, the joint strength is weak and water leakage easily occurs from this joint due to deterioration over time.

【0010】この発明は、以上の点に留意し、水シール
性を高めるとともにメンテナンスを容易にすることを課
題とする。
In view of the above points, the present invention has an object to improve the water sealing property and to facilitate maintenance.

【0011】[0011]

【課題を解決するための手段】上記課題を達成するため
に、この発明は、まず、上記ゲート端面長さ方向のパッ
キングから回動軸周りのパッキングに連続するものとし
たのである。連続ものとしたのは両パッキング間のシー
ル性を得るためである。
In order to achieve the above object, the present invention is such that first, the packing in the length direction of the gate end face is continued from the packing around the rotation axis. The reason why they are continuous is to obtain a sealing property between both packings.

【0012】つぎに、回動軸周りのパッキングの端部は
端面長さ方向のパッキングに水密に接着されているもの
としたのである。接着構造であれば、そのパッキングの
交換の際、その接着部を欠如してパッキングを外すこと
ができ、新たなものを装着してその端部を接着すればよ
い。すなわち、回動軸部分を解体する必要はない。この
ことは、既設ゲートにもこの発明を採用でき、パッキン
グの交換も容易で、経済的効果も大きい。
Next, the end of the packing around the rotating shaft is water-tightly adhered to the packing in the length direction of the end face. With the adhesive structure, when the packing is exchanged, the adhesive can be removed by removing the adhesive, and a new one can be attached and the end thereof adhered. That is, it is not necessary to disassemble the rotating shaft portion. This means that the present invention can be applied to an existing gate, the packing can be easily replaced, and the economical effect is great.

【0013】このとき、上記ゲート端面長さ方向からゲ
ート回動軸周りの上流側水圧を受ける部分までは断面Y
字状のパッキングとし、それ以後のゲート回動軸周り部
分は断面く字状のパッキングとするとよい。断面Y字状
パッキングは高水圧に対して十分なシール性を有し、断
面く字状パッキングは水圧側にその屈曲リップが向け
ば、そのリップの屈曲状撓み(リップ効果)で、断面Y
字状パッキングと同様にゲート起伏時の揺れを吸収して
安定したシール効果を維持する。
At this time, the section Y extends from the length direction of the gate end face to the portion receiving the upstream side water pressure around the gate rotation axis.
It is preferable that the packing has a V-shape, and the portion around the gate rotation axis after that has a V-shaped cross section. The packing having a Y-shaped cross section has a sufficient sealing property against high water pressure, and the packing having a V-shaped cross section has a bending bending (lip effect) of the lip when the bending lip faces the water pressure side.
Similar to the letter-shaped packing, it absorbs the sway when the gate is up and down and maintains a stable sealing effect.

【0014】その断面く字状パッキングはY字状に比べ
れば製作費が安いうえに、リップ効果も高い。断面Y字
状パッキングは、一方のリップが撓むとき、他方のリッ
プの存在により(突っぱりにより)その他方のリップが
ない場合に比べて撓み代が少ないからである。因みに、
回動軸周りの断面く字状パッキングの部分は、上流側の
高水圧がかからず、ゲート起立時の跳ね返り水の浸入及
び倒伏時の水没による水浸入を防止すればよく、断面Y
字状のもののような剛性は不要である。
The packing having the V-shaped cross section is less expensive to manufacture than the Y-shaped packing and has a high lip effect. This is because the packing having the Y-shaped cross section has a smaller bending margin when one lip bends than when the other lip does not have the other lip (due to the protrusion). By the way,
The cross-section V-shaped packing around the rotation axis does not receive high water pressure on the upstream side, so that it is sufficient to prevent water from splashing when the gate stands up and water from submerging when falling down.
Rigidity is not required.

【0015】なお、このようにリップ効果の高い断面く
字状パッキングは、後述の実施例のごとくゲートを片持
ちで起伏する構造では特に有効である。片持ちである
と、経年により軸受が摩耗し、ゲート自体が傾いて、壁
側面との隙間が大きくなるからである。また、取換え時
の現物合わせもし易い。
Incidentally, the packing having a V-shaped cross section having a high lip effect is particularly effective in a structure in which the gate is cantilevered as in an embodiment described later. This is because if the bearing is cantilevered, the bearing will wear over time, the gate itself will tilt, and the gap with the side surface of the wall will increase. In addition, it is easy to match the actual product at the time of replacement.

【0016】[0016]

【発明の実施の形態】この発明の一実施形態としては、
河川などの水路に設置される起伏ゲートの端面に、その
端面長さ方向及びゲート回動軸周りにパッキングを設
け、そのパッキングを水路側面に当接した起伏ゲート端
面のシール構造において、前記パッキングは、前記端面
長さ方向からゲート回動軸周りに連続したものであると
ともに、そのゲート回動軸周りの端部は上記長さ方向部
分に水密に接着され、かつ、前記端面長さ方向からゲー
ト回動軸周りの上流側水圧を受ける部分までは断面Y字
状のもので、それ以後のゲート回動軸周り部分は断面く
字状のものから成って、その断面Y字状パッキングは二
股リップが前記水路側面に当接し、断面く字状パッキン
グは前記回動軸周り外方に折曲するリップが水路側面に
当接し、かつ断面く字状パッキングの長さ方向両端部
は、断面Y字状パッキングに水密接着されている構成を
採用し得る。
BEST MODE FOR CARRYING OUT THE INVENTION As an embodiment of the present invention,
In an end face of an undulating gate installed in a waterway such as a river, packing is provided around the length direction of the undulating gate and around the gate rotation axis. And is continuous from the end face length direction around the gate rotation axis, and the end portion around the gate rotation axis is watertightly bonded to the length direction portion, and the gate extends from the end face length direction. The portion around the rotation axis up to the portion receiving the water pressure on the upstream side has a Y-shaped cross section, and the portion around the gate rotation axis thereafter has a V-shaped cross section. The Y-shaped cross section packing is a bifurcated lip. Is in contact with the side surface of the water channel, and the packing having a V-shaped cross section has a lip that bends outward around the rotation axis is in contact with the side surface of the water channel, and both ends in the longitudinal direction of the packing having the V-shaped cross section have a Y-shaped section. Shaped packing It may adopt a configuration that is watertight glued to grayed.

【0017】このようにすれば、上述の断面Y字状パッ
キングのシール効果を得ることができるとともに、上述
の断面く字状パッキングの効果を得ることができる。ま
た、端面長さ方向と回動軸周りの一部の両パッキングを
別のものとしたので、そのパッキングの交換も上述のよ
うにスムースである。断面Y字状パッキングを上流側水
圧を受けるまでとしたのは、断面Y字状パッキングはシ
ール性が優れているため、水圧の高い上流側でも有効な
シール効果を得ることができるからである。但し、有効
なシール効果を得られれば、断面Y字状パッキングの至
る位置は任意であり、また、回動軸周り全周を断面く字
状パッキングとしてもよい。端面長さ方向においても、
断面Y字状パッキングに代えて断面く字状パッキングを
採用し得る。
With this configuration, the above-mentioned sealing effect of the Y-shaped cross section packing and the above-described effect of the V-shaped cross section packing can be obtained. Moreover, since the two packings in the end face length direction and a part of the rotation shaft are separated, the packings can be replaced smoothly as described above. The reason why the Y-shaped cross section packing is subjected to the upstream side water pressure is that the Y-shaped cross section packing has excellent sealing properties, and therefore an effective sealing effect can be obtained even on the upstream side where the water pressure is high. However, as long as an effective sealing effect can be obtained, the position where the packing having the Y-shaped cross section reaches is arbitrary, and the packing around the rotation axis may have the V-shaped cross section. Even in the end face length direction,
Instead of the Y-shaped cross section packing, a V-shaped cross section packing can be adopted.

【0018】[0018]

【実施例】図1乃至図9に一実施例を示し、この実施例
は、図1に示すように、河川Rにその河川を横切るよう
にゲート(ゲート本体)1が設置され、そのゲート1は
その下縁でもって川底に設けた軸受Eにより起伏自在に
支持されている。ゲート1の一端面下部からは回動軸2
がボス2aを介して横方向に突出し、この回動軸2は、
図2に示すように川Rの側壁Wを通って機械室Dに延び
て、軸受8によって回動自在に支持されている。その回
動軸2の端にはレバー4を介して油圧シリンダ3が連結
されており、油圧シリンダ3により、レバー4を介して
回動軸2が回動されてゲート1が起伏する。図中、9は
スポイラーであって、ゲート1の振動防止作用を行う。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment is shown in FIGS. 1 to 9. In this embodiment, as shown in FIG. 1, a gate (gate body) 1 is installed in a river R so as to cross the river. Is supported by its lower edge so that it can be undulated by a bearing E provided on the river bottom. From the lower part of one end face of the gate 1, the rotation shaft 2
Laterally protrudes through the boss 2a, and the rotary shaft 2 is
As shown in FIG. 2, it extends through the side wall W of the river R into the machine room D, and is rotatably supported by the bearing 8. A hydraulic cylinder 3 is connected to an end of the rotary shaft 2 via a lever 4, and the rotary cylinder 2 is rotated by the hydraulic cylinder 3 via the lever 4 so that the gate 1 is undulated. In the figure, 9 is a spoiler for preventing the vibration of the gate 1.

【0019】ゲート1の下部は上流側(図1において右
側)に向かう半円筒1aが川Rの幅方向全長に亘って設
けられており、この半円筒部1aに上流側川底に設けた
パッキング5を圧接して水シールをしている(図6参
照)。このパッキング5は、図8に示すように川底にア
ンカー止めした金具5aにボルト止めしたものである。
半円筒部1aの下側端はゲート1が伏しても川底上面か
ら出ないようになっており、これにより、パッキング5
は常に半円筒部1aに圧接して上流圧をシールする。
The lower part of the gate 1 is provided with a semi-cylindrical 1a directed to the upstream side (right side in FIG. 1) over the entire length in the width direction of the river R. The semi-cylindrical part 1a is provided with a packing 5 provided at the upstream river bottom. To make a water seal (see FIG. 6). The packing 5 is bolted to a metal fitting 5a anchored to the river bottom as shown in FIG.
The lower end of the semi-cylindrical portion 1a does not come out of the upper surface of the riverbed even if the gate 1 is laid down.
Always makes pressure contact with the semi-cylindrical portion 1a to seal upstream pressure.

【0020】ゲート1の両端には端板15が設けられ、
その端板15の外面に、図5に示すようにその長さ方向
上端から下部に向かって断面Y字状のパッキング10が
ボルト止めされており(図3参照)、このパッキング1
0は上記半円筒部1aの端位置まで至っている。回動軸
2が突出したゲート1端面の回動軸2周りの端板15の
外面にはパッキング10に連続して断面く字状パッキン
グ11が連接されて、そのパッキング11の先端は長さ
方向のパッキング10に至っている。このパッキング1
1は、図10(b)鎖線に示すように、その両端部をパ
ッキング10に突き合わせて接着して強固に連接してい
る。両パッキング10、11は、図7に示すように止め
板10b、11bを介してボルト又はビス止めされてい
る。
End plates 15 are provided at both ends of the gate 1,
As shown in FIG. 5, a packing 10 having a Y-shaped cross section is bolted to the outer surface of the end plate 15 from the upper end in the length direction to the lower part (see FIG. 3).
0 reaches the end position of the semi-cylindrical portion 1a. On the outer surface of the end plate 15 around the rotating shaft 2 on the end face of the gate 1 where the rotating shaft 2 projects, a packing 11 having a V-shaped cross section is connected continuously to the packing 10, and the tip of the packing 11 is in the longitudinal direction. Packing 10 has been reached. This packing 1
As shown by the chain line in FIG. 10 (b), both ends of the No. 1 are abutted against the packing 10 to be adhered and firmly connected. Both packings 10 and 11 are bolted or screwed via stop plates 10b and 11b as shown in FIG.

【0021】回動軸2は、図7に示すようにキー12を
介してゲート1に一体となって、川側壁Wを貫通してお
り、その貫通部のシールは、上述のパッキング10、1
1及び機械室D側のパッキング13によって行われる。
As shown in FIG. 7, the rotary shaft 2 is integrated with the gate 1 through the key 12 and penetrates the river side wall W, and the seal of the penetrating portion is the above-mentioned packing 10, 1.
1 and the packing 13 on the machine room D side.

【0022】この実施例は、ゲート一端にのみ回動軸2
を設けた片持ち式で起伏するようにしたが、ゲート両端
に回動軸2を設けた両持ち式においてもこの発明は採用
し得る。このとき、両ゲート端面にこの発明の構成(図
5)をなす。
In this embodiment, the rotary shaft 2 is provided only at one end of the gate.
The present invention can be applied to a double-sided type in which the rotary shaft 2 is provided at both ends of the gate. At this time, the structure of the present invention (FIG. 5) is formed on both gate end faces.

【0023】[0023]

【発明の効果】この発明は、ゲート端面の水シールを長
さ方向から回動軸周りに連続するパッキングによって行
ったため、シール効果が高く、一方、先端は接着したの
で、交換も容易である。また、断面Y字状及びく字状パ
ッキングとしたことにより、ゲートの捩れに対しても円
滑に追従して有効なシール効果を得ることができる。
According to the present invention, since water sealing of the end face of the gate is performed by continuous packing around the rotation axis from the length direction, the sealing effect is high, while the tip is adhered, so replacement is easy. In addition, since the packing has a Y-shaped cross section and a V-shaped cross section, it is possible to smoothly follow the twist of the gate and obtain an effective sealing effect.

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

【図1】一実施例の斜視図FIG. 1 is a perspective view of an embodiment.

【図2】同切断正面図[Fig. 2] Front view of the same cutting

【図3】同中央切欠部分切断平面図FIG. 3 is a plan view of the same central cutaway section.

【図4】図2のA−A線断面図FIG. 4 is a sectional view taken along the line AA of FIG.

【図5】同B−B線断面図FIG. 5 is a sectional view taken along line BB of FIG.

【図6】同C−C線断面図FIG. 6 is a sectional view taken along line CC of FIG.

【図7】図2の要部拡大断面図7 is an enlarged cross-sectional view of the main part of FIG.

【図8】図5の要部拡大図FIG. 8 is an enlarged view of a main part of FIG.

【図9】パッキングの部分斜視図FIG. 9 is a partial perspective view of packing.

【図10】図5における各パッキングの断面図を示し、
(a)はA−A線、(b)はB−B線、(c)はC−C
10 shows a sectional view of each packing in FIG.
(A) is A-A line, (b) is B-B line, (c) is C-C
line

【図11】従来例の切断側面図FIG. 11 is a cut side view of a conventional example.

【図12】図11における断面図を示し、(a)はA−
A線、(b)はB−B線
12 is a cross-sectional view of FIG. 11, (a) is A-
Line A, (b) is line BB

【符号の説明】[Explanation of symbols]

D 機械室 G 起伏ゲート R 川(水路) W 川側壁(水路側面) 1 ゲート 1a 半円筒部 2 回動軸 3 油圧シリンダ 10 断面Y字状パッキング 10a 同リップ 11 断面く字状パッキング 11a 同リップ 15 端板 D Machine room G relief gate R river (waterway) Side wall of W river (side of waterway) 1 gate 1a Semi-cylindrical part 2 rotation axis 3 hydraulic cylinder 10 Y-shaped cross section packing 10a same lip 11 Cross-section packing 11a same lip 15 End plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 竹井 昭 大分県下毛郡耶馬溪町大字柿坂1806番地 の6 建設省九州地方建設局 山国川ダ ム・堰統合管理事務所内 (72)発明者 ▲高▼野 誠司 福岡県直方市溝堀1丁目1番1号 建設 省九州地方建設局 遠賀川工事事務所内 (72)発明者 栄川 幸雄 大阪市西区北堀江1丁目12番19号 株式 会社栗本鐵工所内 (56)参考文献 特開 平11−117271(JP,A) 実開 昭57−202426(JP,U) 実開 昭57−178824(JP,U) 特公 平5−77805(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E02B 7/54 E02B 7/40 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Akira Takei 6 1806 Kakizaka, Yabakei-cho, Shimoge-gun, Oita Prefecture 6 Kyushu Regional Construction Bureau, Ministry of Construction Yamagunigawa Dam / Weir Integrated Management Office (72) Inventor ▲ High ▼ Seiji No 1-1 1-1 Mizobori, Nogata, Fukuoka, Japan Kyushu Regional Construction Bureau, Ministry of Construction, Ongagawa Construction Office (72) Inventor Yukio Sakae 1-12-1 Kitahori, Nishi-ku, Osaka Kurimoto Tetsuko Co., Ltd. In-house (56) Reference Japanese Unexamined Patent Publication No. 11-117271 (JP, A) Actually opened 57-202426 (JP, U) Actually opened 57-178824 (JP, U) JP-B 5-77805 (JP, B2) (58) Fields investigated (Int.Cl. 7 , DB name) E02B 7/54 E02B 7/40

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 河川などの水路Rに設置される起伏ゲー
ト1の端面に、その端面長さ方向及びゲート回動軸2周
りにパッキング10、11を設け、そのパッキング1
0、11を水路側面Wに当接した起伏ゲート端面のシー
ル構造であって、 上記パッキング10、11は、上記端面長さ方向からゲ
ート回動軸2周りに連続したものであるとともに、その
ゲート回動軸2周りの端部は上記長さ方向部分に水密に
接着されていることを特徴とする起伏ゲート端面のシー
ル構造。
1. Packings 10 and 11 are provided on an end face of an undulating gate 1 installed in a waterway R of a river or the like, in the length direction of the end face and around a gate rotating shaft 2, and the packing 1 is provided.
A sealing structure of an undulating gate end surface in which 0 and 11 are in contact with a waterway side surface W, wherein the packings 10 and 11 are continuous around the gate rotation axis 2 from the end surface length direction, and the gate A sealing structure for an end face of an undulating gate, wherein an end portion around the rotating shaft 2 is watertightly bonded to the lengthwise portion.
【請求項2】 上記パッキング10、11は、上記端面
長さ方向からゲート回動軸周りの上流側水圧を受ける部
分までは断面Y字状のもの10で、それ以後のゲート回
動軸2周り部分は断面く字状のもの11から成って、そ
の断面Y字状パッキング10は二股リップ10aが上記
水路側面Wに当接し、断面く字状パッキング11は上記
回動軸周り外方に折曲するリップ11aが水路側面Wに
当接し、かつ断面く字状パッキング11の長さ方向両端
部は、断面Y字状パッキング10に水密接着されている
ことを特徴とする請求項1に記載の起伏ゲート端面のシ
ール構造。
2. The packings 10 and 11 have a Y-shaped cross section 10 from the end face length direction to the portion receiving the upstream side water pressure around the gate rotation axis, and the surroundings of the gate rotation axis 2 thereafter. The portion is composed of a V-shaped cross-section 11, the Y-shaped cross-section packing 10 of which has a bifurcated lip 10a abutting the side surface W of the channel, and the V-shaped cross-section packing 11 bent outward around the rotation axis. 2. The undulation according to claim 1, wherein the lip 11a is in contact with the side surface W of the water channel, and both ends in the longitudinal direction of the packing 11 having a V-shaped cross section are watertightly bonded to the packing 10 having a Y-shaped cross section. Seal structure for the gate end face.
JP15671799A 1999-06-03 1999-06-03 Undulating gate Expired - Fee Related JP3455136B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15671799A JP3455136B2 (en) 1999-06-03 1999-06-03 Undulating gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15671799A JP3455136B2 (en) 1999-06-03 1999-06-03 Undulating gate

Publications (2)

Publication Number Publication Date
JP2000345539A JP2000345539A (en) 2000-12-12
JP3455136B2 true JP3455136B2 (en) 2003-10-14

Family

ID=15633807

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15671799A Expired - Fee Related JP3455136B2 (en) 1999-06-03 1999-06-03 Undulating gate

Country Status (1)

Country Link
JP (1) JP3455136B2 (en)

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JP2006176985A (en) * 2004-12-21 2006-07-06 Sanki Kogyo Kk Watertight structure of rotary support part of sluice gate door
JP4510750B2 (en) * 2005-11-30 2010-07-28 日立造船株式会社 Relief type gate device and main watertight member replacement method for relief type gate device
US20120034032A1 (en) * 2010-08-05 2012-02-09 Waters Jr Louis A Self-Actuating Flood Guard
CN102797243B (en) * 2012-08-28 2014-07-30 黄河勘测规划设计有限公司 Wall penetrating seal structure of underwater rotating shaft of steel dam gate
CN108104072B (en) * 2017-12-27 2023-02-24 中国电建集团贵阳勘测设计研究院有限公司 Method and device for preventing hoist piston rod from bending in opening and closing process
CN109183734A (en) * 2018-10-17 2019-01-11 中国电建集团贵阳勘测设计研究院有限公司 Improved method and device for top water seal of down-the-hole arc door
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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