JPS5965114A - Rising and falling dam - Google Patents

Rising and falling dam

Info

Publication number
JPS5965114A
JPS5965114A JP17506282A JP17506282A JPS5965114A JP S5965114 A JPS5965114 A JP S5965114A JP 17506282 A JP17506282 A JP 17506282A JP 17506282 A JP17506282 A JP 17506282A JP S5965114 A JPS5965114 A JP S5965114A
Authority
JP
Japan
Prior art keywords
weir
dams
bag
bodies
river bed
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.)
Pending
Application number
JP17506282A
Other languages
Japanese (ja)
Inventor
Fuminao Tanitomi
谷富 史直
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.)
Kaisei Kogyo KK
Original Assignee
Kaisei 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 Kaisei Kogyo KK filed Critical Kaisei Kogyo KK
Priority to JP17506282A priority Critical patent/JPS5965114A/en
Publication of JPS5965114A publication Critical patent/JPS5965114A/en
Pending 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
    • E02B7/40Swinging or turning gates
    • E02B7/44Hinged-leaf gates

Landscapes

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

Abstract

PURPOSE:To prevent the breakage of a dam due to drifting woods, etc., by protecting the dam by a gate door rotatably provided on the upstream side of plural baggy dams set on the river bed in such a way that it is set in contact with the plural baggy dams and is turned around a rotary shaft on the river bed. CONSTITUTION:When air is supplied through a pipe 6 and a supply and discharge pipe 5 into dams 4a-4d of a rubberized sheet, the dams 4a-4d are inflated in a fan-shaped form on the basal end (a) as the center. A gate door 1 rotatably set on a rotary shaft 3 as the center in the upstream side of the dams 4a-4d is pushed up and raised while being turned by the dams 4a-4d. During the flooding period, since the dams 4a-4d are protected by the gate door 1, the breakage of the dams 4a-4d due to the hitting of drifting woods can be prevented.

Description

【発明の詳細な説明】 本発明は袋状堰体から成る起伏堰に係り、河床上に回転
自在に配設された扉体の下流側に、複数の袋状堰体を重
畳配設し、最上段の袋状堰体の上面を少くとも起立時に
おいて扉体の下流側面に当接させるようにしたものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an undulating weir consisting of a bag-like weir body, in which a plurality of bag-like weir bodies are arranged in a superimposed manner on the downstream side of a door body rotatably disposed on a river bed. The upper surface of the uppermost bag-like weir body is brought into contact with the downstream side surface of the door body at least when it is erected.

ゴム引布シートなどにより形成された袋状堰体に、空気
等の流体を注入排出して起伏させるようにした起伏堰が
知られているが、この種従来の起伏堰は堰体の上流側の
面に流木などが衝突するため堰体はきわめて損傷しやす
く、また内部流体を排出して河床上に倒伏させた場合、
その上面には土砂や岩石類が転石して堆積し、堰体を破
損することが多かった0また、この稲起伏堰は堰高を全
体にわたって均一正確に調節変更することが困難なため
、多段服としては適さない欠点もあった。
An undulating weir is known in which a bag-like weir body formed of a rubber-coated cloth sheet or the like is made to undulate by injecting and discharging fluid such as air. The weir body is extremely susceptible to damage due to collision of driftwood etc. with the surface of the weir, and if the internal fluid is discharged and the weir is laid down on the riverbed,
Sediment and rocks were piled up on the top surface, often damaging the weir body.In addition, this rice-raised weir is difficult to adjust and change the weir height uniformly and accurately over the entire weir, so it is difficult to adjust the weir height uniformly and accurately. It also had some drawbacks that made it unsuitable for clothing.

そこで本発明はかかる従来のものσ5欠点を解消した起
伏堰を提供する目的でなされたものであって、河床上に
回転自在に配設された扉体の下流側に、複数の袋状堰体
を重畳配設し、これらの袋状堰体の基端部を前記扉体の
回転軸の近傍に位負させるとともに、これらの袋状堰体
のうち、最上段の袋状堰体の上面を少くとも起立時にお
いて前記扉体の下流側面に当接するようにし、且つ前記
各袋状堰体に流体の注入排出管を接続するようにしたも
のであり、かくすることにより袋状堰体を扉体により転
石や流木等から保護するとともに、堰高を全体にわたっ
て均一正確に調節変更できるようにしたものである。
Therefore, the present invention has been made for the purpose of providing an undulating weir that eliminates the σ5 defect of the conventional one, and has a plurality of bag-shaped weirs installed downstream of a door rotatably disposed on a riverbed. The base ends of these bag-like weir bodies are positioned near the rotation axis of the door body, and the top surface of the uppermost bag-like weir body is placed in the vicinity of the rotation axis of the door body. At least when the door body is erected, the door body is brought into contact with the downstream side surface of the door body, and fluid injection and discharge pipes are connected to each of the bag-like weir bodies. The body protects the weir from stones, driftwood, etc., and allows the height of the weir to be adjusted uniformly and accurately over the entire area.

以下、図…Jに沿って本発明の詳細な説明を行う。Hereinafter, the present invention will be explained in detail along with Figure J.

第1図は止面図、第2図は側面図であってlは扉体であ
り、その下端を河床2上に回転軸3を中心に回転自在に
配設されている。4a14b、4c、4dはそれぞれゴ
ム引布シートなどにより形成された袋状堰体であって、
各堰体4a〜4dは上記扉体lの下流側に重畳して配設
されており、起立状態において最上段の堰体4aの上面
は扉体1の下流側の面に当接して扉体1を下方から支持
する。各堰体4a〜4dの基端部aは河床2上にあって
、扉体1の下端回転軸3の近傍に位置しており、また各
堰体4a〜4dの先端部すは自由端となっている。第3
図は倒伏状態における各堰体4a〜4dの拡大側断面(
9)であって、各堰体4a〜4dの基端部aは空気の注
入排出管5に連通しており、この管5は河床2に埋設さ
れたバイブロに連結され、バイブロは更にブロワ(図外
)に連結されている。
FIG. 1 is a top view, and FIG. 2 is a side view, in which l designates a door body, the lower end of which is disposed above a river bed 2 so as to be freely rotatable about a rotating shaft 3. 4a14b, 4c, and 4d are bag-like weir bodies each formed of a rubberized cloth sheet or the like,
Each of the weir bodies 4a to 4d is arranged to overlap with the downstream side of the door l, and in the upright state, the upper surface of the uppermost weir body 4a comes into contact with the downstream surface of the door body 1, and the gate body 1 from below. The base end a of each weir body 4a to 4d is located on the riverbed 2 and near the lower end rotation axis 3 of the gate body 1, and the tip end of each weir body 4a to 4d is a free end. It has become. Third
The figure shows an enlarged side cross section (
9), the base end a of each weir body 4a to 4d communicates with an air injection/discharge pipe 5, and this pipe 5 is connected to a vibro buried in the river bed 2, and the vibro is further connected to a blower ( (not shown).

上記構成において、バイブロ、注入排出¥4−5を通じ
て各堰体4a〜4d内に空気を送り込めは、各堰体4a
〜4dは基蒐部aを中心に扇状に膨張して起立し、これ
とともにBH体1も各堰体4a〜4dに押し上げられて
回転起立する(第2図実線参照)。ところで洪水時など
には堰体には流木等が衝突するが、各堰体4a〜4dは
扉体1により被覆保護されているめで、流木等の衝突に
よって破損するようなことはない。
In the above configuration, air can be sent into each weir body 4a to 4d through the vibro, injection and discharge ¥4-5, and each weir body 4a
4d expands and stands up in a fan shape around the base part a, and together with this, the BH body 1 is also pushed up by each of the weir bodies 4a to 4d and rotates and stands up (see the solid line in FIG. 2). Incidentally, during floods, driftwood, etc. collide with the weir bodies, but each of the weir bodies 4a to 4d is covered and protected by the door body 1, so that they will not be damaged by collisions with driftwood, etc.

また扉体1に大きな水圧かがかっても、扉体1と最上段
の堰体4a上面、各堰体4a〜4dの上下両面および最
下段の堰体4d下面と絢床2は互いに広い面積で面接触
しているので応力の伝達がきわめてよく、各堰体4a〜
4dに部分的に無理な応力が生じることもないから、作
用水圧に十分に対応することができる。また各堰体4a
〜4d内の空気を排出して倒伏させた場護されるから(
第2図録へ参照)、土砂や岩石等の転石堆積により破損
されることもない。またこのように堰体を複数重畳配設
すれば、各堰体4a〜4dに封入する空気量を、調整す
ることにより、堰高を全体にわたって均一正確に調節変
更することも可能である。
Furthermore, even if a large water pressure is applied to the door body 1, the door body 1, the upper surface of the uppermost weir body 4a, the upper and lower surfaces of each weir body 4a to 4d, the lower surface of the lowermost weir body 4d, and the bed 2 have a large area. Since there is surface contact, stress transmission is extremely good, and each weir body 4a~
Since no unreasonable stress is generated locally on 4d, it can sufficiently cope with the applied water pressure. In addition, each weir body 4a
If you exhaust the air within ~4d and collapse it, it will be protected (
(Refer to the second catalog) and will not be damaged by the accumulation of earth, sand, rocks, etc. Further, by arranging a plurality of weir bodies in a superimposed manner in this way, it is also possible to adjust and change the weir height uniformly and accurately over the entire weir body by adjusting the amount of air sealed in each weir body 4a to 4d.

なお上記実施例において、各堰体4a〜4dには共通の
注入排出管5により空気を注入排出するようにしている
が、各堰体4a〜4dにそれぞれ独立した注入排出管を
接続し、それぞれ別個に空気等の流体の注入排出を行う
ようにしてもよい。
In the above embodiment, air is injected and discharged to each of the weir bodies 4a to 4d through a common injection and discharge pipe 5, but each weir body 4a to 4d is connected to an independent injection and discharge pipe, and each It is also possible to separately inject and discharge fluid such as air.

以上説明したように本発明に係る起伏堰は、河床上に回
転軸を中心として回転自在に配設された扉体の下流側に
、複数の袋状堰体を重畳配設し、これらの袋状堰体の基
端部を前記り体の回転軸の近傍に位置させるとともに、
これらの袋状堰体のうち最上段の袋状堰体の上面を少く
とも起立時において前記扉体の下流側面に当接するよう
にし、且つ前記各袋状堰体に流体の注入排出管を接続す
るようにしているので、袋状堰体は扉体に被覆保護され
るから破損の虞れがなく、また堰高の調節変更も均一正
確に行える等の利点がある。
As explained above, the undulating weir according to the present invention has a plurality of bag-like weir bodies arranged in a superimposed manner on the downstream side of a door body arranged on a river bed so as to be rotatable about a rotation axis, and these bags The base end of the shaped weir body is located near the rotation axis of the weir body, and
The top surface of the uppermost bag-like weir among these bag-like weirs is brought into contact with the downstream side surface of the door body at least when the bag-like weir is erected, and a fluid injection/discharge pipe is connected to each of the bag-like weirs. Since the bag-like weir body is covered and protected by the door body, there is no risk of damage, and the weir height can be adjusted and changed uniformly and accurately.

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

図は本発明の実施例を示すものであって、第1図は起伏
堰の止面図、第2図は側面図、第3図は要部の側断面図
である。 l・・・扉体  2・・・河床  3・・・回転軸  
4a〜4d・・・袋状一体 5・・・注入排出管  a・・・基端部出願人 開成工
業株式会社 代理人 弁理士高松利行
The drawings show an embodiment of the present invention, in which Fig. 1 is a top view of an undulating weir, Fig. 2 is a side view, and Fig. 3 is a side sectional view of the main part. l... Door body 2... River bed 3... Rotating shaft
4a to 4d... Bag-shaped integral body 5... Injection/discharge pipe a... Proximal end Applicant Kaisei Kogyo Co., Ltd. Agent Patent attorney Toshiyuki Takamatsu

Claims (1)

【特許請求の範囲】[Claims] 河床上に回転軸を中心として回転自在に配設された扉体
の下流側に、複数の袋状堰体を重畳配設し、これらの袋
状堰体の基端部を前記扉体の回転軸の近傍に位負させる
とともに、これらの袋状堰体のうち、最上段の袋状堰体
の上面を少くとも起立時において前記扉体の下流側面に
当接するようにし、且つ前記各袋状堰体に流体の注入排
出管を接続するようにした起伏堰。
A plurality of bag-like weir bodies are arranged in a superimposed manner on the downstream side of a gate body which is arranged on the river bed so as to be freely rotatable around a rotation axis, and the base ends of these bag-like weir bodies are connected to the rotation of the gate body. The uppermost bag-like weir among these bag-like weirs is arranged so that the upper surface of the bag-like weir comes into contact with the downstream side surface of the door body at least when the bag-like weir is erected, and each of the bag-like weirs An undulating weir with a fluid injection and discharge pipe connected to the weir body.
JP17506282A 1982-10-04 1982-10-04 Rising and falling dam Pending JPS5965114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17506282A JPS5965114A (en) 1982-10-04 1982-10-04 Rising and falling dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17506282A JPS5965114A (en) 1982-10-04 1982-10-04 Rising and falling dam

Publications (1)

Publication Number Publication Date
JPS5965114A true JPS5965114A (en) 1984-04-13

Family

ID=15989556

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17506282A Pending JPS5965114A (en) 1982-10-04 1982-10-04 Rising and falling dam

Country Status (1)

Country Link
JP (1) JPS5965114A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0332625U (en) * 1989-08-04 1991-03-29
JPH03101456U (en) * 1989-04-25 1991-10-23
JP2010047937A (en) * 2008-08-20 2010-03-04 Marsima Aqua System Corp Flap gate
JP2012140840A (en) * 2010-12-14 2012-07-26 Marsima Aqua System Corp Flap gate

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03101456U (en) * 1989-04-25 1991-10-23
JPH0332625U (en) * 1989-08-04 1991-03-29
JP2010047937A (en) * 2008-08-20 2010-03-04 Marsima Aqua System Corp Flap gate
JP2012140840A (en) * 2010-12-14 2012-07-26 Marsima Aqua System Corp Flap gate

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