JPH0432890B2 - - Google Patents

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Publication number
JPH0432890B2
JPH0432890B2 JP19724385A JP19724385A JPH0432890B2 JP H0432890 B2 JPH0432890 B2 JP H0432890B2 JP 19724385 A JP19724385 A JP 19724385A JP 19724385 A JP19724385 A JP 19724385A JP H0432890 B2 JPH0432890 B2 JP H0432890B2
Authority
JP
Japan
Prior art keywords
weir
waterway
weir door
upstream
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.)
Expired
Application number
JP19724385A
Other languages
Japanese (ja)
Other versions
JPS6259713A (en
Inventor
Toshiro Suhara
Hiroshi Hyama
Enji Ida
Ichiji Kobayashi
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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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つて堰扉を
破損するおそれがあつたし、水路底と堰扉下部と
の水密が不充分であつた(実公昭54−14420号公
報)。
``Prior art'' 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 rotation shaft provided at the bottom of the end face on the channel wall side, causing damage to that part and causing the weir door to close. There was a risk of damage, and the watertightness between the bottom of the waterway and the lower part of the weir door was insufficient (Utility Model Publication No. 54-14420).

「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圧面に掛る水
圧による強大な捩り力に安全に耐えかつ堰扉の厚
さを薄く形成し得ると共に水路底との水路良好な
自動倒伏堰を得ようとするものである。
``Problems to be Solved by the Invention'' The present invention can safely withstand strong torsional force due to water pressure applied to the upstream pressure receiving surface of a hollow box-shaped weir door, can form a weir door with a small thickness, and can The aim is to obtain an automatic lodging weir with good waterway quality.

「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つて構成され
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 of the provided elastic water stop plate is constituted by an automatic lodging weir in which the distal end portion is in contact with the circular arc-shaped bulge surface.

「作用」 従つ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。そして水圧によつ
て水路壁から筒ざかるに伴い堰扉体には下流側に
向つ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止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面から円
弧形に膨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止水が充分であるし、円
弧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 an upright 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 pushes the weir away from the waterway wall, twisting force is applied to the weir door toward the downstream side, but because it is a hollow box, the weir door 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 arc-shaped bulging surface, water is sufficiently stopped, and the water stop plate is easily pressed into contact with the water stop plate because it bulges in an arc shape from the upstream pressure receiving surface of the weir door. The weir door rises and falls while it is in a press-contact state, which is sufficient to stop water, and the arc-shaped bulge improves the strength of the hollow box-shaped part of the weir door, so the thickness of the hollow box-shaped part should be made thin. I can do it.

「実施例」 中空箱形部分1′を下部に有しその上流側受圧
面9を上方に延長して中空箱形堰扉1を形成す
る。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
上流側円弧形板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1′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、同水路壁2の外側に設
けた機械室4内にこれを延長し、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及びピン
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は導
水孔、19は同孔18内に収容した浮子であつて
浮子の昇降(水位昇降)を感知してシリンダー1
2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ができる。20はそ
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は止水板である。
Embodiment A hollow box-shaped weir door 1 is formed by having a hollow box-shaped portion 1' at the bottom and extending its upstream pressure-receiving surface 9 upward. 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 plate 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 the bearing plates 15, 15 protruding from the waterway bottom 11, and both bearing plates 14, 15 are freely supported by the pin 16. . and a hollow box-shaped part 1' and a hollow closed cylinder 7.
A horizontal rotation shaft 3 is protruded through a flange 12 fixed to the side end face of the water channel wall 2, and is extended into a machine room 4 provided outside the water channel wall 2. A driving hydraulic cylinder 12 is connected to 5. 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 circular arc portions 8 and 10. The position of this center line is on the lower side of the step formed on the waterway bottom 11,
Elastic waterstop plate 13 made of rubber or the like bolted to the upper side
The distal end thereof touches the bulging surface of the arcuate portions 8 and 10. In the figure, 17 indicates a control room, 18 indicates a water introduction hole, and 19 indicates a float housed in the same hole 18. The cylinder 1 detects the rise and fall of the float (water level rise and fall).
By automatically controlling the switching solenoid valve No. 2, the weir door can be automatically lowered at the flood dangerous water level. 20 is the 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
によつ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堰扉が得られる
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 rotating shaft at the lower end face supporting the weir door is dispersed, and the twisting force is safely applied to the rotating shaft. Therefore, the weir door can not only be supported in an upright state, but also the hollow box-shaped portion of the weir door can be made thin, resulting in a weir door that is lightweight, strong, and has good water-tightness.

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

第1図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A−A線による側面図、
第3図は第1図及び第6図B−B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図は第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
面図である。 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……円弧形板、
11……水路底、12……フランジ、13……弾
性止水板。
FIG. 1 is a front view showing the automatic lodging weir of the present invention, FIG. 2 is a side view taken along line A-A in FIGS. 1 and 6,
Figure 3 is a side view taken along line B-B in Figures 1 and 6, Figure 4 is a side view taken along line C-C in Figures 1 and 6, and Figure 5 is a side view taken along line D-D in Figure 1. 6 is a front view of another embodiment of FIG. 1, FIG. 7 is a plan view of FIG. 6, and FIG. 8 is a side view of FIG. 6 as viewed from the right. 1...Hollow box-shaped weir door, 2...Waterway wall, 3...Rotating shaft, 4...Machine room, 5...Arm, 6...Driving cylinder, 7...Horizontal hollow sealed cylinder, 8... Arc-shaped portion, 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 waterway wall side of the hollow box-shaped weir door, the same shaft is extended into the machine room provided outside the waterway wall, and a driving cylinder is connected to the arm provided on the same shaft. In the undulating weir, a horizontal hollow hermetic tube whose upstream side is arcuate is provided on the lower surface of the weir door on the waterway wall side, and the arcuate portion bulges upstream from the upstream pressure receiving surface of the weir door and is circular. 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, so that the rotation shaft is connected to the weir door and the hollow tube. The tip of the elastic water stop plate, which is provided via a flange fixed to the end surface of the waterway wall and is provided on the center line common to the center line of curvature of the arc, and is provided on the bottom side of the upstream waterway, is connected to the end of the waterway wall. An automatic lodging weir that is in contact with an arc-shaped bulge.
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 JPS6259713A (en) 1987-03-16
JPH0432890B2 true 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)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103603326B (en) * 2013-12-02 2015-09-09 烟台桑尼橡胶有限公司 A kind of lifting of support type gate dam and automatic catch means

Also Published As

Publication number Publication date
JPS6259713A (en) 1987-03-16

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