JPS6054447B2 - Sediment prevention device for tilt gate - Google Patents

Sediment prevention device for tilt gate

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Publication number
JPS6054447B2
JPS6054447B2 JP9814878A JP9814878A JPS6054447B2 JP S6054447 B2 JPS6054447 B2 JP S6054447B2 JP 9814878 A JP9814878 A JP 9814878A JP 9814878 A JP9814878 A JP 9814878A JP S6054447 B2 JPS6054447 B2 JP S6054447B2
Authority
JP
Japan
Prior art keywords
gate
guide plate
water guide
gate body
water
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
JP9814878A
Other languages
Japanese (ja)
Other versions
JPS5526342A (en
Inventor
勤司 上田
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.)
NISHIDA MARINE BOILER
Original Assignee
NISHIDA MARINE BOILER
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 NISHIDA MARINE BOILER filed Critical NISHIDA MARINE BOILER
Priority to JP9814878A priority Critical patent/JPS6054447B2/en
Publication of JPS5526342A publication Critical patent/JPS5526342A/en
Publication of JPS6054447B2 publication Critical patent/JPS6054447B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 この発明はてん倒ゲートの支承部下流側における堆砂の
防止装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for preventing sedimentation on the downstream side of a support portion of a tipping gate.

てん倒ゲートの下流側に土砂が堆積するとゲートの完全
情状(開扉)の妨げとなるから、堆積±砂は適時にこれ
を除去しなければならない。
If sediment accumulates on the downstream side of the tilt gate, it will prevent the gate from opening completely, so the accumulated sand must be removed in a timely manner.

これがため、従来からゲート越流水をゲート頂部からゲ
ート内に流入させ、これをゲート下部から下流側に放出
して堆積土砂を掃流させる方法が用いられている。しか
しこの方法はゲートを特殊構造をしなければならない不
便がある上に、浮遊物がゲート内に流入して詰まるとい
う問題がある。本発明の目的は従来の上記欠点を除去し
たてん倒ゲートの堆砂防止装置を提供するにある。以下
本発明の実施例を図面を参照して説明する。第1図にお
いて、ゲート本体1は、河床2の段部3に面して水路側
壁に回動可能に支持した主軸4と、これに固着した複数
の縦桁5と、縦桁5を互に連結する横桁6及びスキンプ
レート7を有し、天端8にスポイラ9を備え、段部3に
固定支持した水蜜ゴム10を主軸4に接せしめてゲート
本体1の下部を水蜜に保持している。
For this reason, a conventional method has been used in which gate overflow water flows into the gate from the top of the gate and is discharged downstream from the bottom of the gate to sweep away the accumulated sediment. However, this method has the inconvenience of requiring the gate to have a special structure, and also has the problem of floating objects flowing into the gate and clogging it. SUMMARY OF THE INVENTION An object of the present invention is to provide a sedimentation prevention device for a tipping gate that eliminates the above-mentioned drawbacks of the prior art. Embodiments of the present invention will be described below with reference to the drawings. In FIG. 1, the gate main body 1 includes a main shaft 4 rotatably supported on a waterway side wall facing a step 3 of a river bed 2, a plurality of longitudinal girders 5 fixed to the main shaft 4, and a plurality of longitudinal girders 5 that are connected to each other. It has a connecting crossbeam 6 and a skin plate 7, has a spoiler 9 on the top end 8, and holds the lower part of the gate body 1 in the water by bringing the water rubber 10 fixedly supported on the step part 3 into contact with the main shaft 4. There is.

ゲート本体1の下流側において河床2に固定した支持台
11に導水板12の下端に固定した軸13を回転可能に
支持する。
A shaft 13 fixed to the lower end of a water guide plate 12 is rotatably supported on a support stand 11 fixed to a river bed 2 on the downstream side of the gate main body 1.

14は補強材である。14 is a reinforcing material.

導水板12は縦桁5の間隔ごとに該間隔内に支持・台1
1と共に入りうる横巾をもつて水路横方向に整列して設
けられる。各縦桁5にゲート縦方向に延長する長孔15
を設け、これを貫通するピン16に支持した金具17に
ねじロッド18を固定し、導水板12の上端両側に突設
したヒンジ金具19にねじロッド20を枢支し、ねじロ
ッド18,20をターンバックル21にて連結する。ゲ
ート本体1が第1図に示す起立位置にあるとき、ピン1
6は長孔15の上端に接し、ロッド18,20はほぼ水
平姿勢にある。そして天端8を越流した水は導水板12
上に落下して主軸4の付近へ流下し、更に軸13の下を
通つて下流へ流れる。導水板12は前記のように縦桁間
隔ごとに分離しているため、越流水の一部は導水板12
間の間隙を通つて流下するが、越流水の大部分は一旦ゲ
ート本体1の導水板12との間に溜り、前記のように軸
13の下方から流出するので、主軸4付近に土砂が堆積
することがない。ゲート本体1が開扉方向に回動すると
、導水板12も同方向に回動し、導水板12が水平位置
に達して図示しないストッパにより停止すると、その後
はゲート本体1の回動に伴つてピン16が長孔15内を
滑動し(第2図)、ゲート本体1が完全に倒状したとき
は、第3図に示すようにピン16が長孔15の下端に移
動し、支持台11、導水板12、ロッド18,20等は
ゲート本体1の背面の縦桁間凹所内へ格納される。
The water guiding plate 12 is provided with supports and stands 1 within each interval of the longitudinal girders 5.
They are arranged in the horizontal direction of the waterway and have a width that can fit together with the waterway. A long hole 15 extending in the longitudinal direction of the gate in each longitudinal girder 5
The threaded rod 18 is fixed to a metal fitting 17 supported by a pin 16 passing through the metal fitting 17, and the threaded rod 20 is pivotally supported on hinge fittings 19 protruding from both sides of the upper end of the water guiding plate 12. They are connected by a turnbuckle 21. When the gate body 1 is in the upright position shown in FIG.
6 is in contact with the upper end of the elongated hole 15, and the rods 18 and 20 are in a substantially horizontal position. The water that has flowed over the top 8 is transferred to the water guiding plate 12.
It falls upward, flows down near the main shaft 4, and further passes under the shaft 13 to flow downstream. Since the water guide plate 12 is separated at each longitudinal girder interval as described above, a portion of the overflow water flows through the water guide plate 12.
However, most of the overflow water temporarily accumulates between the gate body 1 and the water guide plate 12, and then flows out from below the shaft 13 as described above, causing sediment to accumulate near the main shaft 4. There's nothing to do. When the gate body 1 rotates in the opening direction, the water guide plate 12 also rotates in the same direction, and when the water guide plate 12 reaches a horizontal position and is stopped by a stopper (not shown), thereafter, as the gate body 1 rotates, the water guide plate 12 rotates in the same direction. When the pin 16 slides inside the elongated hole 15 (FIG. 2) and the gate body 1 is completely inverted, the pin 16 moves to the lower end of the elongated hole 15 as shown in FIG. , the water guide plate 12, the rods 18, 20, etc. are stored in the recesses between the longitudinal girders on the back side of the gate body 1.

したがつて、導水板12を設けても支持台11を特に低
く設置する必要はない。ゲート本体1を倒状位置から起
立させる場合は前記と反対の順序をへて導水板12が引
き起される。
Therefore, even if the water guide plate 12 is provided, it is not necessary to install the support stand 11 particularly low. When raising the gate body 1 from the inverted position, the water guide plate 12 is raised in the reverse order.

上記のように、長孔15を設けて導水板12がゲート本
体1より先に倒状し、遅れて起立するようにした理由は
、次の通りである。
The reason why the long holes 15 are provided so that the water guide plate 12 is inverted before the gate body 1 and stands up later is as follows.

即ち、ゲ−トー倒状時にはゲート本体1及び導水板12
は水平となり、洪水時における流木が転石から導水板1
2を保護するため、導水板12の縦方向の長さをゲート
本体1にて完全に覆われるように制限する必要がある。
このように制限された長さの導水板12によつてゲート
起立時にゲート越流水を確実に受止めるためには導水板
12の起立角θをゲート本体1の起立角よりも小ならし
めて、導水板12の先端部の越流水受止面を充分下流側
へ突出させておく必要があるからである。第4図は魚腹
ゲートのようにゲート本体22に背面板23がある場合
の実施例を示す。
That is, when the gate is inverted, the gate body 1 and the water guide plate 12
becomes horizontal, and during floods, driftwood moves from rolling stones to water guide plate 1.
2, it is necessary to limit the length of the water guide plate 12 in the vertical direction so that it is completely covered by the gate body 1.
In order to ensure that the water guide plate 12 having a limited length can reliably catch water flowing over the gate when the gate is erected, the upright angle θ of the water guide plate 12 should be made smaller than the upright angle of the gate body 1. This is because the overflow water receiving surface at the tip of the plate 12 needs to protrude sufficiently toward the downstream side. FIG. 4 shows an embodiment in which the gate body 22 has a back plate 23 like a fish belly gate.

この場合はゲート本体22は倒状時に導水板等を格納し
うる凹所がないから、導水板24をゲート本体22と同
長の1枚のパネルとし、その回転軸25の支持台26を
ゲート本体22を支持した河床27よりも一段低い河床
28上に固定し、導水板24を起倒するため、背面板2
3に長孔29を有する板30を取付けてロッド31の一
端を長孔29に上下動可能に係止させ、ロッド31の他
端を導水板24の上端に枢着する。この連結構造により
、導水板24はゲート倒状時に背面板23の下に重つて
倒状する。) ロッド18,31を長孔15又は29に
沿つて上下滑動可能に係止させる連結手段の代りに、例
えば第5図に示すようにロッド18をゲート本体の縦桁
5に枢着し、ロッド18の中間部にチェーン32を介在
させて、倒状時にチェーン32が折・曲してロッド18
の長さが短縮しうる連結手段に構成してもよく、或はロ
ッド20又は31と導水板12又は24との連続部に第
6図に示すように回転角が制御された連結金具33を連
結して倒状時にロッド20又は31が導水板12又は2
4の先端方向へ移動しうる連結手段としてもよい。
In this case, since the gate body 22 does not have a recess in which the water guide plate etc. can be stored when it is inverted, the water guide plate 24 is made into one panel with the same length as the gate body 22, and the support base 26 of the rotating shaft 25 is used as the gate body. In order to fix the main body 22 on a riverbed 28 that is one level lower than the riverbed 27 that supported it, and to raise and lower the water guide plate 24, the back plate 2
A plate 30 having an elongated hole 29 is attached to 3, one end of a rod 31 is locked in the elongated hole 29 so as to be movable up and down, and the other end of the rod 31 is pivotally attached to the upper end of the water guide plate 24. With this connection structure, when the gate is inverted, the water guide plate 24 is folded under the back plate 23. ) Instead of a connecting means that locks the rods 18, 31 so as to be slidable up and down along the elongated holes 15 or 29, the rod 18 may be pivoted to the vertical beam 5 of the gate body as shown in FIG. A chain 32 is interposed in the middle of the rod 18, so that the chain 32 bends and bends when the rod 18 is inverted.
Alternatively, a connecting member 33 whose rotation angle is controlled as shown in FIG. When connected and inverted, the rod 20 or 31 connects to the water guiding plate 12 or 2.
It is also possible to use a connecting means that can move toward the distal end of the connecting member 4.

本発明は上記構成を有し、ゲート本体の外部に設けた導
水板により越流水をゲート直後の河床に向けて流下せし
めるので、ゲート付近の堆砂を防止しうる上に、導水板
とゲート本体との間に倒状位置においては、ゲート本体
が導水板の上方を覆い起立位置においては導水板がゲー
ト本体よりも起立角が小となるような連結手段を設けた
ので、倒状時において導水板を保護し得ると共に、起立
時においてゲート越流水を充分に導水板上に受止めて有
効に堆砂を防止することがてきる効果がある。また、倒
状時に導水板がゲート本体の背面の凹所内に格納される
場合は、導水板が倒状する河床に大きな落差をつける必
要がなく、水路の構成上有利てある。
The present invention has the above-mentioned configuration, and allows overflow water to flow down toward the river bed immediately behind the gate using the water guide plate provided outside the gate body, so that sedimentation near the gate can be prevented, and the water guide plate and the gate body A connection means is provided between the gate body and the gate body so that the gate body covers the top of the water guide plate in the inverted position, and the water guide plate has a smaller upright angle than the gate body in the upright position. This has the effect of not only protecting the board, but also sufficiently catching water flowing over the gate onto the water guiding board when standing up, thereby effectively preventing sedimentation. Further, when the water guide plate is stored in the recess on the back side of the gate body when the water guide plate is inverted, there is no need to create a large drop in the river bed where the water guide plate is inverted, which is advantageous in terms of the structure of the waterway.

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

第1図は本発明の一実施例の起立時の側面図、第2図は
同じく倒状途中の側面図、第3図は同じく倒状時の側面
図、第4図は他の実施例の斜視図、第5図A,b及び第
6図A,bは異る他の連結手段の側面図を示し、aは起
立時、bは倒状時を示す。 1,22・・・・・・てん倒ゲート本体、2・・・・・
・河床、5・・・・・・縦桁、7・・・・・・スキンプ
レート、12,24・・・・・導水板、15,29・・
・・・長孔、18,20,31・・・・・・連結ロッド
、15〜21,29〜31,32,33・・・・・・連
結手段。
Fig. 1 is a side view of one embodiment of the present invention when standing up, Fig. 2 is a side view of the same in the middle of the inverted position, Fig. 3 is a side view of the same in the inverted position, and Fig. 4 is a side view of another embodiment. The perspective views, FIGS. 5A and 6B, and FIGS. 6A and 6B show side views of different connecting means, in which "a" shows the upright state and "b" shows the inverted state. 1, 22...Tendo gate body, 2...
・River bed, 5... Longer girder, 7... Skin plate, 12, 24... Water guide plate, 15, 29...
...Elongated hole, 18, 20, 31... Connection rod, 15-21, 29-31, 32, 33... Connection means.

Claims (1)

【特許請求の範囲】 1 てん倒ゲート本体の下流側に下端を河床から離隔し
て起倒可能に枢支した導水板を設け、ゲート本体と導水
板との間に導水板をゲート本体と連動起倒せしめ且つ倒
伏位置においてはゲート本体より遅れて導水板を起立方
向へ回動せしめる連結手段を設け、導水板は前記倒伏位
置においてはゲート本体により上方が覆われ、起立位置
においては先端部にゲート本体の越流水を受止める大き
さを有することを特徴とするてん倒ゲートの堆砂防止装
置。 2 スキンプレートの背面に縦桁にて区分された凹所を
有するてん倒ゲート本体の下流側に前記凹所ごとに下端
を河床から離隔して起倒可能に枢支した複数の導水板を
互に整列して設け、ゲート本体と各導水板との間に導水
板をゲート本体と連動起倒せしめ且つ倒伏位置において
はゲート本体より遅れて導水板を起立方向へ回動せしめ
る連結手段を設け、導水板は前記倒伏位置においては前
記凹所内に格納され、起立位置においては先端部にゲー
ト本体の越流水を受止める大きさを有することを特徴と
するてん倒ゲートの堆砂防止装置。 3 一端を導水板に枢着した連結ロッドの他端をゲート
本体に設けた縦方向の長孔内に滑動可能に係止した連結
手段を有する特許請求の範囲第1項又は第2項記載のて
ん倒ゲートの堆砂防止装置。
[Scope of Claims] 1. A water guide plate is provided on the downstream side of the tilting gate main body, the lower end of which is separated from the river bed and pivoted so that it can be raised and lowered, and the water guide plate is interlocked with the gate main body between the gate main body and the water guide plate. A connecting means is provided for rotating the water guide plate in the upright direction later than the gate body in the upright and inverted position, and the water guide plate is covered from above by the gate body in the inverted position, and has a tip at the tip in the upright position. A sedimentation prevention device for a tipped gate, characterized by having a size that can receive overflow water from a gate body. 2. On the downstream side of the tipping gate main body, which has recesses divided by longitudinal girders on the back of the skin plate, a plurality of water guide plates each having their lower ends separated from the river bed and pivoted so as to be able to be raised and lowered are mutually installed. and providing connecting means between the gate body and each water guide plate for raising and lowering the water guide plate in conjunction with the gate body and for rotating the water guide plate in the upright direction later than the gate body in the inverted position, A sedimentation prevention device for a tilted gate, characterized in that the water guide plate is stored in the recess in the inverted position, and has a tip portion large enough to receive overflow water from the gate body in the upright position. 3. A connecting rod according to claim 1 or 2, which has a connecting means having one end pivotally connected to the water guide plate and the other end of the connecting rod slidably locked in a vertical long hole provided in the gate body. Sediment prevention device for tilt gate.
JP9814878A 1978-08-14 1978-08-14 Sediment prevention device for tilt gate Expired JPS6054447B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9814878A JPS6054447B2 (en) 1978-08-14 1978-08-14 Sediment prevention device for tilt gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9814878A JPS6054447B2 (en) 1978-08-14 1978-08-14 Sediment prevention device for tilt gate

Publications (2)

Publication Number Publication Date
JPS5526342A JPS5526342A (en) 1980-02-25
JPS6054447B2 true JPS6054447B2 (en) 1985-11-30

Family

ID=14212092

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9814878A Expired JPS6054447B2 (en) 1978-08-14 1978-08-14 Sediment prevention device for tilt gate

Country Status (1)

Country Link
JP (1) JPS6054447B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3817058C2 (en) * 1988-05-19 1996-04-11 Lisega Gmbh Hydraulic shock brake for piping systems and. the like
KR100608603B1 (en) 2006-01-25 2006-08-03 주식회사 계림엔지니어링 Floodgate automatic opening and shutting apparatus for stream dam

Also Published As

Publication number Publication date
JPS5526342A (en) 1980-02-25

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