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JPS5948245B2 - Trapezoidal overturning weir - Google Patents
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JPS5948245B2 - Trapezoidal overturning weir - Google Patents

Trapezoidal overturning weir

Info

Publication number
JPS5948245B2
JPS5948245B2 JP10978481A JP10978481A JPS5948245B2 JP S5948245 B2 JPS5948245 B2 JP S5948245B2 JP 10978481 A JP10978481 A JP 10978481A JP 10978481 A JP10978481 A JP 10978481A JP S5948245 B2 JPS5948245 B2 JP S5948245B2
Authority
JP
Japan
Prior art keywords
door body
slope
river
weir
trapezoidal
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
JP10978481A
Other languages
Japanese (ja)
Other versions
JPS5811213A (en
Inventor
康彦 笠原
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10978481A priority Critical patent/JPS5948245B2/en
Publication of JPS5811213A publication Critical patent/JPS5811213A/en
Publication of JPS5948245B2 publication Critical patent/JPS5948245B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Barrages (AREA)

Description

【発明の詳細な説明】 本発明は、転倒堰に於いて、河Jll、水路断面と同形
の扉体を起立させ堰上げを行い、半開時に於いての水蜜
を保持しながら稼動し、倒伏時河川水路断面と扉体を一
致せしめ、水路の一切の障害物を無くし、増水流下に安
定した堰を提供するものである。
[Detailed description of the invention] The present invention raises the weir by erecting a door body having the same shape as the cross section of a river Jll or waterway in an overturning weir, and operates while retaining water when half open, and when it is overthrown, the weir is raised. The cross-section of the river channel and the gate body are made to match, eliminating any obstructions in the waterway and providing a stable weir under rising water flow.

一般河川水路断面は、平坦河床と両側傾斜面によって形
成される台形断面である。
A general river channel cross section is a trapezoidal cross section formed by a flat riverbed and sloped surfaces on both sides.

故に従来、矩形可動堰を設ける場合、水路幅員を拡げ、
垂直面の両側部よう壁を設け、乱流及び堆石、堆砂の発
生をさけるため、水路上、下流方向に堰上部よう壁より
一定の角度で側壁となる導流壁を設ける必要があった。
Therefore, conventionally, when installing a rectangular movable weir, the width of the waterway was widened,
In order to install walls on both sides of the vertical plane, and to avoid turbulence and the generation of gravel and sediment, it is necessary to install a guide wall on the waterway, which serves as a side wall, at a certain angle from the weir upper wall in the downstream direction. Ta.

本発明の目的は、次の各項目を満足させる事にある。An object of the present invention is to satisfy the following items.

A 台形可動堰とし、堰上部の水路断面を、上。A Trapezoidal movable weir, cross section of the waterway at the top of the weir is shown above.

下流水路断面と一致せしめ、側部よう壁及びこの上、下
流方向に延長される導流壁の必要をなくし、かつ河床位
置近くの深部に油圧機器等の収納ピットを設ける必要を
なくし、土木工事量を減として、工事費を大きく軽減す
る事。
It is made to match the cross section of the downstream waterway, eliminates the need for a side wall and a guide wall extending downstream above it, and also eliminates the need to provide a storage pit for hydraulic equipment etc. deep near the river bed, making civil engineering work easier. By reducing the amount, construction costs can be greatly reduced.

B 起立時、所定水位に堰上げ可能とし、半開時に於け
る水蜜を計り、倒伏時、水路断面と一致せしめ、一切の
水路障害物を無くする機能を有する台形堰とする事。
B. A trapezoidal weir that can be raised to a predetermined water level when erected, measures the water level when half-open, and matches the cross section of the waterway when it is collapsed, eliminating any obstructions to the waterway.

C流下物による損傷、流下物を阻止する事によって発生
する異状堰上等を避けるため、及び点検、整備の便を計
るため、油圧機器等の駆動機械及び、ワイヤーロープ、
チェーン、スピンドル等の動力伝達装置を水中に設けな
い構造とする事。
C. In order to avoid damage caused by falling objects and abnormal dams caused by blocking falling objects, and to facilitate inspection and maintenance, drive machinery such as hydraulic equipment, wire ropes, etc.
The structure shall not include power transmission devices such as chains and spindles underwater.

以下図面を参照しながら本発明の1実施例の詳細を説明
する。
The details of one embodiment of the present invention will be described below with reference to the drawings.

第1図、2図、3図において、Aは河川で、1は底部平
坦河床、2は側部斜面河床である。
In Figures 1, 2, and 3, A is a river, 1 is a flat bottom river bed, and 2 is a river bed with a side slope.

流れの方向は矢印で示す。The direction of flow is indicated by an arrow.

この河床1,2にこの発明による台形転倒堰Bが設けら
れている。
A trapezoidal overturning weir B according to the present invention is provided on the riverbeds 1 and 2.

この台形転倒堰Bは、両測部斜面河床2,2にそれぞれ
わずかの角度で下流方向に傾けて立設された直角3角形
状の鋼板からなる斜面扉体3,3と、中央の底部河床1
にわずか下流方向に傾けて斜面扉体3.3と同一平面上
に設けられた矩形の鋼板よりなる中央扉体4、及び冶形
転倒堰Bの起立時に斜面扉体3,3の内部に納められ、
倒伏時に斜面扉体3,3と中央扉体4の間に発生する空
間(仮想線B′のハツチング範囲)を閉鎖する略二等辺
3角形状の鋼板よりなり一端を後述のロッド18に固設
された補助扉体5,5からなる。
This trapezoidal overturning weir B consists of slope door bodies 3, 3 made of right-angled triangular steel plates that are erected on the slope riverbeds 2, 2 of both measuring sections, respectively, tilting downstream at a slight angle, and slope gate bodies 3, 3 made of steel plates in the shape of a right triangle, and the bottom riverbed in the center. 1
A central door body 4 made of a rectangular steel plate is provided on the same plane as the slope door body 3.3 with a slight inclination toward the downstream direction. is,
It is made of a substantially isosceles triangular steel plate that closes the space (hatched range of imaginary line B') that occurs between the slope door bodies 3, 3 and the central door body 4 when it is collapsed, and one end is fixed to the rod 18 described later. It consists of auxiliary door bodies 5, 5.

斜面扉体3.3の下端部は斜面河床2,2に固設された
複数ケの軸受金物6に回転自在に嵌合した回転軸7.7
に固設され、中央扉体4の下端部は、同様にして底部河
床1に設けられた回転軸8に固設される。
The lower end of the slope door body 3.3 has a rotary shaft 7.7 rotatably fitted to a plurality of bearing hardware 6 fixed to the slope river bed 2, 2.
The lower end of the center door body 4 is similarly fixed to a rotating shaft 8 provided in the bottom river bed 1.

回転軸7,7と回転軸8の軸線はそれぞれ1点Cで交わ
るものとする。
It is assumed that the axes of the rotating shafts 7, 7 and 8 intersect at a point C, respectively.

前記斜面扉体3,3と斜面河床2,2との連接部及び、
中央扉体4と底部河床1との連接部は、第4図、5図に
示す如く各河床2. 2. 1に固設した敷居金物9に
取付けられて各回転軸7. 7. 8の外面を摺動する
水密ゴム10により堰下部の水密を計り、又、補助扉体
5,5と斜面扉体3との接触部は、斜面扉体3の側端部
に水密ゴム11を取付け、補助扉体5.5の外面を摺動
させる事により堰の高さ方向の水蜜を計り、台形転倒堰
Bからの漏水を防止している。
A connecting portion between the slope door bodies 3, 3 and the slope river bed 2, 2, and
The connecting portion between the central door body 4 and the bottom river bed 1 is connected to each river bed 2, as shown in FIGS. 4 and 5. 2. Each rotating shaft 7. 7. A watertight rubber 10 sliding on the outer surface of the weir 8 is used to ensure watertightness at the bottom of the weir, and a watertight rubber 11 is installed at the side end of the sloped door 3 at the contact area between the auxiliary gates 5, 5 and the sloped door 3. By installing and sliding the outer surface of the auxiliary door body 5.5, the amount of water in the height direction of the weir is measured and water leakage from the trapezoidal overturning weir B is prevented.

又、各扉体3. 3. 4のそれぞれの上端部、側端部
及び内部に補強用の桁を適宜設ける。
Also, each door body 3. 3. Reinforcing girders are appropriately provided at the upper end, side end, and inside of each of the parts 4 and 4.

上記回転軸8に直交して固設する桁12を中央扉体4の
側端の上部まで伸し、先端に軸受金物13を固設する。
A girder 12 fixedly installed orthogonally to the rotating shaft 8 extends to the upper part of the side end of the central door body 4, and a bearing metal fitting 13 is fixedly installed at the tip.

第6図、7図に示す如く軸受金物13は、中央扉体4の
上側端で外部に突出した形状となる。
As shown in FIGS. 6 and 7, the bearing hardware 13 has a shape that projects outward from the upper end of the central door body 4. As shown in FIGS.

上端ピン14を軸受金物13に嵌合させ、下端ヒンジ金
具15を回転軸7の側端部に固設せるヒンジ受金具16
にピン17にて連結するロッド18を設ける。
A hinge receiving fitting 16 that fits the upper end pin 14 into the bearing fitting 13 and fixes the lower end hinge fitting 15 to the side end of the rotating shaft 7.
A rod 18 is provided which is connected by a pin 17.

ピン17の軸線は、回転軸7及びピン14の軸線と直交
し、かつ回転軸7゜8、ピン14,17の各軸線は、前
記C点にて交差するように配置する。
The axis of the pin 17 is orthogonal to the axes of the rotating shaft 7 and the pin 14, and the rotating shaft 7.8 and the axes of the pins 14 and 17 are arranged so as to intersect at the point C.

ロッド18は、中央扉体4に対して斜面河床2の勾配の
角度だけ回転しながらこれに固設する補助扉体5,5を
斜面扉体3.3と平行面で沖央扉体4の側端部に沿った
外部で、中央扉体4と共に起伏するが、同時にヒンジ金
具15、ヒンジ受金具16、ピン17の連結部で回転軸
7に回転のトルクを伝え、各扉体3゜4.5を起伏する
如くされている。
The rod 18 rotates with respect to the center door body 4 by the angle of the gradient of the slope riverbed 2, and connects the auxiliary gate bodies 5, 5 fixed thereto to the central door body 4 in a plane parallel to the slope door body 3.3. At the outside along the side edges, it rises and falls together with the central door body 4, but at the same time, the rotational torque is transmitted to the rotating shaft 7 at the connecting part of the hinge metal fitting 15, hinge receiving metal fitting 16, and pin 17, and each door body 3°4 .5 is made to undulate.

前記、回転軸7の水抜部である上端には、第9図に示す
如くトルクアーム19の一端が固設され、このトルクア
ーム19の他端には、油圧シリンダー20のラム21の
先端が枢着されている。
As shown in FIG. 9, one end of a torque arm 19 is fixedly attached to the upper end of the rotating shaft 7, which is a water drainage part, and the other end of this torque arm 19 has the tip of a ram 21 of a hydraulic cylinder 20 pivoted thereon. It is worn.

次にこの台形転倒堰Bの作用について説明する。Next, the operation of this trapezoidal overturning weir B will be explained.

第1図、2図の起立状態から、油圧シリンダー20のラ
ム21を線動せしめると、トルクアーム19により回転
軸7は、第5図の矢印22の方向に回動し、この回転力
は、ヒンジ受金具16→ロツド18→軸受金物13→桁
12→回転軸8と伝り、中央、斜面、及び補助の各扉体
4. 3. 5を河川Aの下流方向に倒伏せしめる動作
をし、終いには第1図、2図に於ける仮想線B′で示め
す形状で前記各扉体4. 3. 5を底部河床1、斜面
河床2の位置まで倒伏せしめ埋土水を放水する。
When the ram 21 of the hydraulic cylinder 20 is linearly moved from the standing state shown in FIGS. 1 and 2, the rotating shaft 7 is rotated by the torque arm 19 in the direction of the arrow 22 in FIG. 5, and this rotational force is The hinge bracket 16→rod 18→bearing hardware 13→girder 12→rotating shaft 8, and each center, slope, and auxiliary door body 4. 3. 5 in the downstream direction of the river A, and finally each door body 4. 3. 5 is laid down to the bottom riverbed 1 and slope riverbed 2 positions, and the soil water is discharged.

又、逆に油圧シリンダー20のラム21を伸動せしめる
と、回転軸7は第5図の矢印22と反対方向に回動し、
前記倒伏の場合と同様にして逆方向に回転力を伝え、各
扉体4. 3. 5を起立せしめ、埋土を行うものであ
る。
Conversely, when the ram 21 of the hydraulic cylinder 20 is extended, the rotating shaft 7 rotates in the direction opposite to the arrow 22 in FIG.
In the same manner as in the case of lodging, the rotational force is transmitted in the opposite direction to each door body 4. 3. 5 is erected and the earth is buried.

このように、本願のものによれば上記A、 B。Thus, according to the present application, the above A and B.

Cの効果を発揮しうる有用な発明と言うべきものである
This invention can be said to be a useful invention that can exhibit the effect of C.

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

図面は本発明の実施例を示すもので、第1図は台形転倒
堰の斜視図、第2図は平面図、第3図は背面図、第4図
は第3図のX−X軸による拡大断面図、第5図は第3図
のY−Y軸による拡大断面図、第6図は第2図り部分拡
大図、第7図は第3図E部分拡大図、第8図は回転力伝
達機構を示す斜視図、第9図は回転軸水抜部の回転手段
を示す第3図のZ−Z軸による拡大断面図である。 1・・・・・・底部平坦河床、2・・・・・・斜面河床
、3・・・・・・斜面扉体、4・・・・・・中央扉体、
5・・・・・・補助扉体、6・・・・・・軸受金物、7
,8・・・・・・回転軸、9・・・・・・敷居金物、1
0,11・・・・・・水密ゴム、12・・・・・・桁、
13・・・・・・軸受金物、14・・・・・・ピン、1
5・・・・・・ヒンジ金具、16・・・・・・ヒンジ受
金具、17・・・・・・ピン、18・・・・・・ロッド
、19・・・・・・トルクアーム、20・・・・・・油
圧シリンダー、21・・・・・・ラム、22・・・・・
・矢印、A・・・・・・河JIL B・・・・・・台形
転倒堰、B′・・・・・・堰倒伏状態を示す仮想線、C
・・・・・・回転軸及びピン軸線交点。 第6図
The drawings show an embodiment of the present invention, and Fig. 1 is a perspective view of a trapezoidal overturning weir, Fig. 2 is a plan view, Fig. 3 is a rear view, and Fig. 4 is a view taken along the X-X axis in Fig. 3. Fig. 5 is an enlarged sectional view along the Y-Y axis of Fig. 3, Fig. 6 is a partially enlarged view of Fig. 2, Fig. 7 is a partially enlarged view of Fig. 3E, and Fig. 8 is a rotational force. FIG. 9 is a perspective view showing the transmission mechanism, and FIG. 9 is an enlarged sectional view taken along the Z-Z axis in FIG. 1...Bottom flat river bed, 2...Slope river bed, 3...Slope door body, 4...Center door body,
5...Auxiliary door body, 6...Bearing hardware, 7
, 8... Rotating shaft, 9... Threshold hardware, 1
0, 11... Watertight rubber, 12... Digit,
13...Bearing hardware, 14...Pin, 1
5... Hinge metal fitting, 16... Hinge receiving metal fitting, 17... Pin, 18... Rod, 19... Torque arm, 20 ... Hydraulic cylinder, 21 ... Ram, 22 ...
・Arrow, A...River JIL B...Trapezoidal overturning weir, B'...Virtual line indicating weir collapse state, C
・・・・・・Intersection of rotation axis and pin axis. Figure 6

Claims (1)

【特許請求の範囲】[Claims] 1 略台形の河川断面を有する河川において、河川流れ
方向に立設した両河床斜面に沿った回転軸を下端に有す
る直角3角形状の両斜面扉体と、同じく底部河床面に沿
った回転軸を下端に有する矩形の中央扉体と、斜面扉体
の中央扉体側には当該斜面扉体の内部に出入りする略2
等辺3角形状の補助扉体を設け、中央扉体上側端外部に
枢着するロッド下部を斜面扉体回転軸の側端部に、前記
枢着軸線及び斜面扉体回転軸の軸線と直交するよう、又
、中央扉体回転軸の軸線と交わる枢着軸線を有するよう
に枢着し、前記各扉体を連結して起倒する事を特徴とす
る台形転倒堰。
1. In a river with a substantially trapezoidal river cross section, a right triangular double slope door body with a rotation axis along both river bed slopes at the lower end, which is erected in the river flow direction, and a rotation axis also along the bottom river bed surface. A rectangular central door body having a lower end, and a central door body side of the sloped door body have approximately 2 holes that go in and out of the sloped door body.
An auxiliary door body having an equilateral triangular shape is provided, and the lower part of the rod pivoted to the outside of the upper end of the central door body is placed at the side end of the rotation axis of the slope door body, and is orthogonal to the pivot axis and the axis of the rotation axis of the slope door body. The trapezoidal overturning weir is characterized in that the central door body is pivoted so as to have a pivot axis that intersects with the axis of the rotation axis of the central door body, and the respective door bodies are connected and raised and lowered.
JP10978481A 1981-07-13 1981-07-13 Trapezoidal overturning weir Expired JPS5948245B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10978481A JPS5948245B2 (en) 1981-07-13 1981-07-13 Trapezoidal overturning weir

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10978481A JPS5948245B2 (en) 1981-07-13 1981-07-13 Trapezoidal overturning weir

Publications (2)

Publication Number Publication Date
JPS5811213A JPS5811213A (en) 1983-01-22
JPS5948245B2 true JPS5948245B2 (en) 1984-11-26

Family

ID=14519128

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10978481A Expired JPS5948245B2 (en) 1981-07-13 1981-07-13 Trapezoidal overturning weir

Country Status (1)

Country Link
JP (1) JPS5948245B2 (en)

Also Published As

Publication number Publication date
JPS5811213A (en) 1983-01-22

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