JPS6259713A - Automatic rising and falling dam - Google Patents

Automatic rising and falling dam

Info

Publication number
JPS6259713A
JPS6259713A JP19724385A JP19724385A JPS6259713A JP S6259713 A JPS6259713 A JP S6259713A JP 19724385 A JP19724385 A JP 19724385A JP 19724385 A JP19724385 A JP 19724385A JP S6259713 A JPS6259713 A JP S6259713A
Authority
JP
Japan
Prior art keywords
weir
upstream side
cylinder
weir door
arc
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.)
Granted
Application number
JP19724385A
Other languages
Japanese (ja)
Other versions
JPH0432890B2 (en
Inventor
Toshiro Suhara
栖原 寿郎
Hiroshi Hiyama
央 肥山
Enji Ida
井田 圓之
Ichiji Kobayashi
小林 市次
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.)
MIZOTA KOGYO KK
Original Assignee
MIZOTA KOGYO KK
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 MIZOTA KOGYO KK filed Critical MIZOTA KOGYO KK
Priority to JP19724385A priority Critical patent/JPS6259713A/en
Publication of JPS6259713A publication Critical patent/JPS6259713A/en
Publication of JPH0432890B2 publication Critical patent/JPH0432890B2/ja
Granted legal-status Critical Current

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Abstract

PURPOSE:To make the thicknes of dam gate smallr as well as raise the strength of it by a method in which a horizontal closed hollow cylinder is provided on the downside of the wall of a channel in a hollow box-like dam gate and the upstream side arc-shaped portion of the cylinder is heaved the upstream side. CONSTITUTION:The upstream side pressure-receiving face 9 of a hollow box-like part 1' is extended upwards to form a hollow box-like dam gate 1. A horizontal closed hollow cylinder 7 is provided on the downside of the water channel wall 2 of the gate 1, and the outside diameter of the cylinder 7 is made larger than the thickness of the part 1' to heave the upstream side arc-shaped portion 8 of the cylinder 7 the upstream side. An upstream side arc-shaped plate 10 is also provided on the downside of the part 1' in connection with the portion 8. By automatically controlling an oil-pressure cylinder 12 in response to (by sensing) the vertical movement of a float 19 housed in a water conveyance hole 18, the dam gate 1 can be built to rise and fall freely.

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は河川に用いられる自動倒伏堰に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to an automatic lodging weir used in rivers.

「従来の技術」 従来の中空箱形堰扉では上流側受圧面に掛る水圧による
強大な捩り力が水路壁側端面下部に設けた回動軸に集中
しその部分の損傷によって堰扉を破損するおそれがあっ
たし、水路底とflIn下部との水密が不充分であった
(実公昭54−14420号公報)0 「発明が解決しようとする問題点」 本発明は中空箱形堰扉の上流側受正面に掛る水圧による
強大な捩りカに安全に耐えかつ#I扉の厚さを薄く形成
し得ると共に水路底との水密良好な自動倒伏堰を得よう
とするものである。
``Conventional technology'' In conventional hollow box-shaped weir doors, the strong torsional force due to the water pressure applied to the upstream pressure-receiving surface concentrates on the rotating shaft provided at the bottom of the channel wall side end face, causing damage to that part and damaging the weir door. There was a risk that the watertightness between the waterway bottom and the lower part of the flIn was insufficient (Publication of Utility Model Publication No. 14420/1983) 0 "Problems to be Solved by the Invention" To obtain an automatic lodging weir which can safely withstand strong torsional force due to water pressure applied to the front side of the side support, can form a #I door with a small thickness, and has good watertightness with the waterway bottom.

「問題点を解決するための手段」 本発明は中空箱形堰扉の水路壁側端面下部に回動軸を突
設し、同軸を上記水路壁の外側に設けた機械室内に延長
し、同軸に設けた腕に駆動用シリンダーを接続してなる
起伏堰において、上記堰扉の水路壁側下面に上流側が円
弧形である水平中空密閉筒を設け、同円弧形部分が堰扉
の上流側受圧面から上流側に膨隆しかつ同円弧形部分に
引続いて上記堰扉の下面上流側に円弧形板を設け、同板
の下流側堰扉下面を水路底に遊支し、上記回動軸が上記
堰扉及び中空筒の水路壁側端面に止着したフランジを介
して設けられかつ上記円弧形の曲率中心線と共通の中心
線上に設けられ、上流側水路底側に設けた弾性止水板の
先端部を上記円弧形の膨隆面に接してなる自動倒伏堰に
よって構成される。
"Means for Solving the Problems" The present invention provides a rotary shaft protruding from the lower end of the channel wall side of the hollow box-shaped weir door, and extends the coaxial shaft into a machine room provided outside the channel wall. In the undulating weir, in which a driving cylinder is connected to an arm provided in An arcuate plate is provided on the upstream side of the lower surface of the weir door, bulging upstream from the side pressure receiving surface and following the arcuate portion, and the lower surface of the downstream weir door of the plate is freely supported on the bottom of the waterway, The rotation shaft is provided via a flange fixed to the weir door and the end face of the hollow cylinder on the waterway wall side, and is provided on the same center line as the center line of curvature of the circular arc, and is located on the bottom side of the upstream waterway. The distal end portion of the provided elastic water stop plate is configured by an automatic lowering weir in which the distal end portion is in contact with the circular arc-shaped bulging surface.

「作用」 従って駆動用シリンダーを動作させて腕を介して回動軸
を回動させると中空箱形堰扉は倒伏位置(第5図仮想線
位置)から起立位置(第5図実線位置)に回動して起立
状態を保持する。このようにした起立堰扉の上流側には
河川水が貯溜し水位が上昇し水圧が同堰扉に掛る。そし
て水圧によって水路壁から遠ざかるに伴い堰扉体には下
流側に向って捻り力が加わるが中空箱形であるため堰扉
体が曲ることはない。そしてその捻り力は回動軸に集中
しようとするが上記水平中空密閉筒から上記フランジに
分散され回動軸への捻り力の影響は軽減される。そして
洪水危険水位に達すると上記シリンダーが動作し上記堰
扉は倒伏する。又上記円弧形膨隆面には弾性上水板の先
端部を接しているため充分止水されかつ堰扉の上流側受
圧向から円弧形に1#隆しているため止水板が圧接し易
く圧接状態のまま堰扉は起伏し上水が充分であるし、円
孤形膨隆のため堰扉の上記中空箱形部分の強度を向上し
、そのため中空箱形部分の厚さは薄く形成することがで
きる。
``Operation'' Therefore, when the driving cylinder is operated and the rotation shaft is rotated through the arm, the hollow box-shaped weir door moves from the collapsed position (the position shown by the imaginary line in Figure 5) to the upright position (the position shown by the solid line in Figure 5). Rotate to maintain standing position. River water is stored on the upstream side of the standing weir door, the water level rises, and water pressure is applied to the weir door. As the water pressure moves away from the channel wall, twisting force is applied to the weir gate body toward the downstream side, but because it is a hollow box shape, the weir gate body does not bend. Although the twisting force tends to concentrate on the rotating shaft, it is dispersed from the horizontal hollow sealed cylinder to the flange, and the influence of the twisting force on the rotating shaft is reduced. When the water level reaches the flood danger level, the cylinder operates and the weir door collapses. In addition, since the tip of the elastic water stop plate is in contact with the circular arc-shaped bulging surface, the water stop is sufficiently stopped, and the water stop plate is pressed into contact with the water stop plate because it bulges in an arc shape by 1 inch from the upstream pressure receiving direction of the weir door. The weir door rises and falls while it is in a pressure-welded state, and the water supply is sufficient, and the arcuate bulge improves the strength of the hollow box-shaped part of the weir door, so the thickness of the hollow box-shaped part is made thin. can do.

「実施例」 中空箱形部分1を下部に有しその上流側受圧向9を上方
に延長して中空箱形堰扉1を形成する。
"Embodiment" A hollow box-shaped weir door 1 is formed by having a hollow box-shaped part 1 at the bottom and extending its upstream pressure-receiving direction 9 upward.

この堰扉1の水路壁2側下面に水平中空密閉円筒7を設
け、同円筒7の外径を中空箱形部分1′の厚さより大と
なして同円筒7の上流側円弧形部分8を上流側に膨隆さ
せる。この上流側円弧形部分8に引続いて上記中空箱形
部分1′の下面上流側円弧杉板10を設ける。そしてこ
の円弧形板10の下流側内面及び堰扉下面に設けた軸受
板14を水路底11に突設した軸受板15.15に挾持
しピン16で両軸受板14.15を遊支する。そして中
空箱形部分子及び中空密閉円筒7の水路壁2側端面に止
着したフランジ12を介して水平回動軸3を突設し1同
水路壁2の外側に設けた機械室4内にこれを延長しい同
軸3に設けた腕5に駆動用油圧シリンダー12を接続す
る。水平中空密閉円筒7は第1図に示すように堰扉1の
両端部に設けても良いし、第6図に示すように一端部の
みに設けることができ、回動軸3及びビン16の中心線
は上流側円弧形部分8.10の曲率中心線に一致させる
ものである。この中心線の位置は水路底11に形成した
段部の下段′側にあり、上段側にボルト止めしたゴム等
の弾性止水板13の先端部を上記円弧形部分8.10の
膨隆面に接する。尚図中17で示すものは制御室、18
け導水孔、19a同孔18内に収容りな浮子であって浮
子の昇降(水位昇降)を感知してシリンダー12の切換
電磁弁を自動制御し洪水危険水位において堰扉を自動倒
伏させることかできる。20けその制御装置、第2図中
21はボルト、第3図、第4図中22は補強骨、23け
止水板である。
A horizontal hollow sealed cylinder 7 is provided on the lower surface of the weir door 1 on the side of the waterway wall 2, and the outer diameter of the cylinder 7 is made larger than the thickness of the hollow box-shaped part 1'. bulge upstream. Following this upstream arcuate portion 8, an upstream arcuate cedar board 10 is provided on the lower surface of the hollow box portion 1'. Then, the bearing plate 14 provided on the downstream inner surface of the circular arc plate 10 and the lower surface of the weir door is clamped to a bearing plate 15.15 protruding from the waterway bottom 11, and both bearing plates 14.15 are freely supported by pins 16. . Then, a horizontal rotation shaft 3 is protruded through a flange 12 fixed to the end face of the waterway wall 2 of the hollow box-shaped part molecule and the hollow sealed cylinder 7, and is inserted into the machine room 4 provided outside the waterway wall 2. A driving hydraulic cylinder 12 is connected to an arm 5 provided on an extended coaxial shaft 3. The horizontal hollow sealed cylinder 7 may be provided at both ends of the weir door 1 as shown in FIG. 1, or only at one end as shown in FIG. The center line is made to coincide with the center line of curvature of the upstream arcuate portion 8.10. The position of this center line is on the lower step' side of the step formed in the waterway bottom 11, and the tip of the elastic water stop plate 13 made of rubber or the like bolted to the upper step side is connected to the bulge surface of the arcuate portion 8.10. be in contact with In addition, what is indicated by 17 in the figure is the control room, and 18
A float is housed in the water guide hole 19a and the same hole 18, and by sensing the rise and fall of the float (rise and fall of water level), the switching solenoid valve of the cylinder 12 is automatically controlled, and the weir door can be automatically collapsed at a flood dangerous water level. . 20 is a control device, 21 in FIG. 2 is a bolt, 22 in FIGS. 3 and 4 is a reinforcing bone, and 23 is a water stop plate.

「効果」 本発明は上述のように構成したので堰扉の受圧面に掛る
水圧と堰扉を支持する端面下部の上記回動軸との間の捻
り力が分散され安全に上記回動軸によって堰扉を起立状
態に支持し得るばかりでなく堰扉の中空箱形部分の厚さ
を薄く形成し得て軽量で強度大でありかつ止水良好な*
nが得られるものである。
"Effects" Since the present invention is constructed as described above, the torsional force between the water pressure applied to the pressure receiving surface of the weir door and the rotary shaft at the lower end face supporting the weir door is dispersed, and the torsional force is safely operated by the rotary shaft. Not only can the weir door be supported in an upright position, but the hollow box-shaped part of the weir door can be made thinner, making it lightweight, strong, and watertight.
n is obtained.

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

第1因は本発明の自動倒伏堰を示す正面図、第2図は第
1図及び第6図C−C線による側面図、第3図は第1図
及び第6図C−C線による側面図、  □第4図は第1
図及び第6図C−C線による側面図、第5図は俯1図D
−D線による側面図、第6図は第1図の他の実施例の正
面図、第7図は第6図の平面図、第8図は第6図を右方
から見た側llLi図である。 1・・中空箱形堰扉、2・・水路壁、3・・回転軸、4
・・機械室、5・・腕、6・・駆動用シリンダー、7・
・水平中空密閉筒、8・・円弧形部分、9・・上流側受
圧面、10・・円孤形板、11・・水路底、12・・フ
ランジ、13・・弾性止水板。
The first factor is a front view showing the automatic lodging weir of the present invention, Figure 2 is a side view taken along line C-C in Figures 1 and 6, and Figure 3 is a side view taken along line C-C in Figures 1 and 6. Side view, □Figure 4 is the 1st
Figures and Figure 6 A side view taken along line C-C, Figure 5 is a top view 1D
6 is a front view of another embodiment shown in FIG. 1, FIG. 7 is a plan view of FIG. 6, and FIG. 8 is a side view of FIG. 6 viewed from the right. It is. 1.Hollow box weir door, 2.Waterway wall, 3.Rotating shaft, 4
... Machine room, 5. Arm, 6. Drive cylinder, 7.
・Horizontal hollow hermetic tube, 8. Arc-shaped part, 9. Upstream pressure receiving surface, 10. Arc-shaped plate, 11. Channel bottom, 12. Flange, 13. Elastic water stop plate.

Claims (1)

【特許請求の範囲】[Claims] (1)中空箱形堰扉の水路壁側端面下部に回動軸を突設
し、同軸を上記水路壁の外側に設けた機械室内に延長し
、同軸に設けた腕に駆動用シリンダーを接続してなる起
伏堰において、上記堰扉の水路壁側下面に上流側が円弧
形である水平中空密閉筒を設け、同円弧形部分が堰扉の
上流側受圧面から上流側に膨隆しかつ同円弧形部分に引
続いて上記堰扉の下面上流側に円弧形板を設け、同板の
下流側堰扉下面を水路底に遊支し、上記回動軸が上記堰
扉及び中空筒の水路壁側端面に止着したフランジを介し
て設けられかつ上記円弧形の曲率中心線と共通の中心線
上に設けられ、上流側水路底側に設けた弾性止水板の先
端部を上記円弧形の膨隆面に接してなる自動倒伏堰。
(1) A rotating shaft is provided protruding from the lower end of the channel wall side of the hollow box-shaped weir door, the same shaft is extended into the machine room provided outside the channel wall, and a driving cylinder is connected to the arm provided on the same shaft. In the undulating weir, a horizontal hollow sealing cylinder having an arcuate upstream side is provided on the lower surface of the weir door on the channel wall side, and the arcuate portion bulges upstream from the upstream pressure receiving surface of the weir door. Following the arc-shaped part, an arc-shaped plate is provided on the upstream side of the lower surface of the weir door, and the lower surface of the weir door on the downstream side of the plate is freely supported on the bottom of the waterway, and the rotation axis is connected to the weir door and the hollow. The tip of the elastic waterstop plate is provided via a flange fixed to the end surface of the tube on the waterway wall side, and is provided on the center line common to the center line of curvature of the circular arc, and is provided on the bottom side of the waterway on the upstream side. An automatic lodging weir that is in contact with the arc-shaped bulge surface mentioned above.
JP19724385A 1985-09-05 1985-09-05 Automatic rising and falling dam Granted JPS6259713A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19724385A JPS6259713A (en) 1985-09-05 1985-09-05 Automatic rising and falling dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19724385A JPS6259713A (en) 1985-09-05 1985-09-05 Automatic rising and falling dam

Publications (2)

Publication Number Publication Date
JPS6259713A true JPS6259713A (en) 1987-03-16
JPH0432890B2 JPH0432890B2 (en) 1992-06-01

Family

ID=16371228

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19724385A Granted JPS6259713A (en) 1985-09-05 1985-09-05 Automatic rising and falling dam

Country Status (1)

Country Link
JP (1) JPS6259713A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103603326A (en) * 2013-12-02 2014-02-26 烟台桑尼橡胶有限公司 Supporting type gate dam lifting and automatic locking device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103603326A (en) * 2013-12-02 2014-02-26 烟台桑尼橡胶有限公司 Supporting type gate dam lifting and automatic locking device

Also Published As

Publication number Publication date
JPH0432890B2 (en) 1992-06-01

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