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JPH0368164B2 - - Google Patents
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JPH0368164B2 - - Google Patents

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Publication number
JPH0368164B2
JPH0368164B2 JP61265753A JP26575386A JPH0368164B2 JP H0368164 B2 JPH0368164 B2 JP H0368164B2 JP 61265753 A JP61265753 A JP 61265753A JP 26575386 A JP26575386 A JP 26575386A JP H0368164 B2 JPH0368164 B2 JP H0368164B2
Authority
JP
Japan
Prior art keywords
flexible membrane
envelope
weir
partition wall
air
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
JP61265753A
Other languages
Japanese (ja)
Other versions
JPS63122813A (en
Inventor
Yoshiomi Tsuji
Ichiro Maruyama
Hiroshi Takuma
Haruhiko Matsuoka
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.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries Ltd
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 Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP61265753A priority Critical patent/JPS63122813A/en
Priority to KR1019870012519A priority patent/KR910001388B1/en
Priority to AU80912/87A priority patent/AU587917B2/en
Publication of JPS63122813A publication Critical patent/JPS63122813A/en
Publication of JPH0368164B2 publication Critical patent/JPH0368164B2/ja
Granted 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】 (産業上の利用分野) 本発明は、可撓性膜製起伏堰詳しくはVノツチ
位置を制御し得る可撓性膜製起伏堰に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a flexible membrane undulating weir, and more particularly to a flexible membrane undulating weir whose V-notch position can be controlled.

(従来技術) 可撓性膜製起伏堰は第4図に示す様に堰体を形
成するゴム引布等可撓性膜製包被(袋状体)1を
河川等流れを横断する方向に少くとも河川等の床
部に取り付け、包被内部に空気、水或いはこれら
両者等圧力媒体を送入し包被を膨張起立させ、又
包被内部から圧力媒体を排出し包被を収縮倒伏さ
せるようにしたものである(例えば特公昭40−
11702号、特公昭44−2371号参照)。
(Prior art) As shown in Fig. 4, a flexible membrane undulating weir is constructed by inserting a flexible membrane envelope (bag-like body) 1, such as rubber-coated cloth, which forms the weir body, in a direction across the flow of a river, etc. It is attached to at least the floor of a river, etc., and a pressure medium such as air, water, or both of these is introduced into the interior of the envelope to expand and erect the envelope, and the pressure medium is discharged from the interior of the envelope to cause the envelope to contract and fall down. (For example, the Special Publick Act of 1977-
11702, Special Publication No. 44-2371).

この種起伏堰の中圧力媒体に空気を用いる空気
膨張式では、その起伏過程に於いて、その内圧が
低い場合第3図に仮想線で示す様にVノツチ現象
(堰内圧がある値以下になると堰天端の1部がV
字状に急激に低下する。13はVノツチである)
が生じる特徴がある。
In the air expansion type of this type of undulating weir, which uses air as the medium pressure medium, during the undulating process, if the internal pressure is low, a V-notch phenomenon (when the internal pressure of the weir falls below a certain value), as shown by the imaginary line in Figure 3, occurs. Then, a part of the top of the weir becomes V.
There is a sharp decline in the shape of a letter. 13 is V-notch)
There is a characteristic that occurs.

このVノツチの発生場所は、起伏堰設置場所に
おける河川固有の流心位置、包被上流側の堆積土
砂の堆積具合等によつて左右されVノツチ位置を
任意の場所に制御せしめることは不可能であつ
た。それ故河床コンクリート面の特定場所を強度
を大にして、それが放流によつて荒らされること
を防ぐことがむつかしい。
The location where this V-notch occurs depends on the specific flow center position of the river at the location where the undulating weir is installed, the accumulation of sediment on the upstream side of the envelope, etc., and it is impossible to control the V-notch position to an arbitrary location. It was hot. Therefore, it is difficult to increase the strength of specific areas on the concrete surface of the riverbed to prevent it from being damaged by water discharge.

そして又一方では逆に、一般に起伏堰設置地点
の河川流況は限定されるのでVノツチ発生場所も
限定されるため、Vノツチ言い換えれば集中放流
によつて同一場所の河道が荒らされる。又Vノツ
チ地点以外の堆砂土砂がフラツシユ排砂されない
等の欠点があつた。
On the other hand, on the other hand, since the river flow conditions at the location where the undulating weir is installed are generally limited, the locations where V-notches occur are also limited, so the river channel at the same location is disturbed by V-notches, in other words, concentrated discharge. Also, there were drawbacks such as the fact that sediments other than the V-notch points were not flushed out.

なお第4図中2は包被取付河床部コンクリート
面、3は包被取付側壁部コンクリート面、8は注
排気管、9は注排気口、11は空気室である。
In Fig. 4, 2 is the concrete surface of the riverbed where the envelope is attached, 3 is the concrete surface of the side wall where the envelope is attached, 8 is an inlet/exhaust pipe, 9 is an inlet/exhaust port, and 11 is an air chamber.

この様な欠点を解消するため次の様な起伏堰が
本出願人により既に開発されている(昭和59年9
月25日出願、特願昭59−201315号)。
In order to eliminate these drawbacks, the following undulating weir has already been developed by the applicant (September 1982).
(filed on May 25th, Patent Application No. 1983-201315).

即ち上記起伏堰は、従来、包被を一体気室11
として形成していたものに代え(第4図参照)、
包被内に仕切膜を設けて河川流れを横断する方向
に並ぶ複数の独立した空気室とし、夫々の空気室
に対して注排気管を設けたものである。
That is, conventionally, the above-mentioned undulating weir has an integral air chamber 11 as a covering.
(See Figure 4)
A partition membrane is provided inside the envelope to form a plurality of independent air chambers lined up in a direction transverse to the river flow, and an inlet/exhaust pipe is provided for each air chamber.

上記によれば、包被の所定の位置の空気室の空
気を最初に排出することにより、Vノツチ又は倒
伏放流場所を任意に制御出来る。
According to the above, by first discharging the air from the air chamber at a predetermined position of the envelope, the V-notch or the lodging discharge location can be arbitrarily controlled.

(発明が解決しようとする問題点) しかし乍ら上記に於いて、仕切膜の形状によつ
ては例えば最も一般的な平面板状仕切膜の場合た
とえそれが剛直なものでなくとも堰倒伏時それが
邪魔になり、スムーズに、充分倒伏し難い問題点
があつた。
(Problem to be solved by the invention) However, in the above, depending on the shape of the partition membrane, for example, in the case of the most common flat plate-shaped partition membrane, even if it is not rigid, when the weir collapses. This got in the way and made it difficult to fall down smoothly and sufficiently.

上記に鑑み、本発明はこの種仕切膜を設けた可
撓性膜製起伏堰にあつても、スムーズに、充分倒
伏する可撓性膜製起伏堰を提供するものである。
In view of the above, the present invention provides a flexible membrane undulating weir that can be lowered smoothly and sufficiently even when it is provided with this type of partition membrane.

(問題点を解決するための手段) 即ち本発明の可撓性膜製起伏堰は、堰体を形成
する可撓性膜製包被を河床部に河川流れを横断す
る方向に取り付け、包被内部に圧力媒体たる空気
を送り膨張起立させ或いは包被内部から空気を排
出して収縮倒伏させる様にした空気膨張式の堰に
於いて、可撓性膜製包被の中に可撓性膜製の仕切
壁を設けて河川流れを横断する方向に並ぶ複数の
独立した空気室を設け、夫々に独立した注排気管
を設けてなり、包被の所定の位置の空気室の空気
を最初に排出することによりVノツチ発生位置を
制御することを可能にしたものであつて、上記仕
切壁は一端は開放し、他端は扁平に閉塞した筒状
体の即ち封筒状の可撓性膜を用い、上記開放端を
可撓製包被内周側に取り付けて構成したことを特
徴とするものである。
(Means for Solving the Problems) That is, in the flexible membrane undulating weir of the present invention, a flexible membrane envelope forming a weir body is attached to the river bed in a direction transverse to the river flow, and the envelope is In an air-inflatable weir, in which air as a pressure medium is sent inside to expand and raise the weir, or to expel air from the inside of the envelope to cause it to collapse, a flexible membrane is placed inside the flexible membrane envelope. A plurality of independent air chambers lined up in a direction transverse to the river flow are provided using a wooden partition wall, and each is provided with an independent air intake and exhaust pipe, so that the air in the air chamber at a predetermined position in the envelope is first drawn. The V-notch generation position can be controlled by discharging the V-notch. The invention is characterized in that the open end is attached to the inner peripheral side of a flexible envelope.

なお上記河川流れを横断する方向とは河川流れ
を直交して横断する方向に限定されず斜めに横断
する方向等を含めて広く解釈されるものである。
Note that the above-mentioned direction of crossing the river flow is not limited to a direction of crossing the river flow perpendicularly, but is broadly interpreted to include a direction of crossing the river flow diagonally.

(作用) 上記に於いては、仕切壁は、それに一端は開放
し、他端は扁平に閉塞した筒状体の可撓性膜を用
いるから、即ち封筒状であるから、空気を排気し
たときスムーズにひしやげる。
(Function) In the above, since the partition wall uses a flexible membrane in the form of a cylinder with one end open and the other end flatly closed, that is, it has an envelope shape, so when the air is exhausted, Press down smoothly.

以下本発明を例示の第1,2,3図に就いて詳
細に説明する。
The present invention will now be explained in detail with reference to illustrative figures 1, 2 and 3.

第1図に示す様に、河川を横断して堰体を構成
する包被1の中に可撓性膜製の仕切膜12を設
け、河川を横断方向に並ぶ複数の独立した空気室
11′,11″,11…を形成し、それぞれの空
気室に対して個別の注排気管8′,8″,8…を
設け、任意の排気弁10′,10″,10…を開
けて任意の空気室の空気を排気させて倒伏させ、
順次任意の空気室の倒伏操作を行なうことにより
Vノツチ又は倒伏放流場所を任意に制御できる。
As shown in FIG. 1, a partition membrane 12 made of a flexible membrane is provided in an envelope 1 that crosses a river and constitutes a weir body, and a plurality of independent air chambers 11' are arranged in a direction across the river. , 11'', 11... are formed, and separate inlet/exhaust pipes 8', 8'', 8... are provided for each air chamber, and arbitrary exhaust valves 10', 10'', 10... are opened to open an arbitrary exhaust valve 10', 10'', 10... Exhaust the air from the air chamber and let it fall down.
The V-notch or the lodging discharge location can be arbitrarily controlled by sequentially collapsing any air chamber.

なお第1図中、4は操作室、5は送風機、6′,
6″,6は注気弁、7′,7″,7は注気管、
9′,9″,9は注排気口である。
In Fig. 1, 4 is an operation room, 5 is a blower, 6',
6″, 6 is the intake valve, 7′, 7″, 7 is the intake pipe,
9′, 9″, 9 are inlet and outlet ports.

上記に於いて、本発明では特に仕切壁12に封
筒状即ち一端が開放し、他端が扁平にシール即ち
閉塞された筒状体の可撓性膜14を用いる、これ
を第3図に示している。
In the above, the present invention particularly uses a cylindrical flexible membrane 14 having an envelope shape, that is, one end is open, and the other end is flatly sealed, that is, closed, for the partition wall 12, as shown in FIG. ing.

その取付方は、可撓性膜製包被内周に、第1図
の様に直接上記可撓性膜14を取り付けてもよい
し、或いは第2図の様に包被内周に取り付けたひ
れ15を介して取り付けてもよい。取り付けは接
着でもよいし、フアスナー、糸やロープの縫い付
け、マジツクテープ等でもよい。
The flexible membrane 14 may be attached directly to the inner periphery of the flexible membrane as shown in Figure 1, or the flexible membrane 14 may be attached to the inner periphery of the envelope as shown in Figure 2. It may also be attached via the fins 15. Attachment may be done by gluing, fasteners, sewing thread or rope, magic tape, etc.

上記によれば包被の所定の位置の空気室の空気
を最初に排出することが可能となる。
According to the above, it becomes possible to first exhaust the air in the air chamber at a predetermined position of the envelope.

そして空気室の空気を排気したときその排気に
より仕切壁を形成する可撓性膜は封筒状であるか
らスムーズに折りたたまれ、堰包被1は収縮倒伏
する。
When the air in the air chamber is exhausted, the flexible membrane forming the partition wall is folded smoothly because it is envelope-shaped, and the weir cover 1 is contracted and laid down.

なお、上記に於いて仕切膜の位置、独立空気室
の数は任意に設定すれば良く、第1図に示す3区
分に限定されない。又仕切膜の取り付け向きは第
1図の如く同一方向でも、或いは向き合う方向で
も、反対方向でも適宜所望設計に応じて取り付け
る。
In the above, the position of the partition membrane and the number of independent air chambers may be set arbitrarily, and are not limited to the three divisions shown in FIG. The partition membranes may be attached in the same direction as shown in FIG. 1, in opposing directions, or in opposite directions, depending on the desired design.

又仕切壁の取付けは堰設置前でも、堰設置後で
もよい。
Also, the partition wall may be installed before or after the weir is installed.

又仕切壁は完全気密であつても、気密でなくて
もよい。後者の場合は仕切壁のあなの断面積の総
和がその仕切壁が仕切つている空気室の注排気管
の断面積より小さくする。
Further, the partition wall may or may not be completely airtight. In the latter case, the total cross-sectional area of the hole in the partition wall is made smaller than the cross-sectional area of the air intake and exhaust pipes of the air chamber partitioned by the partition wall.

又仕切壁は包被内周に直接可撓性膜を取り付け
てもよいし、ひれを介して取り付けてもよい。そ
して仕切壁は取り外し可能とすれば補修の際の人
の出入、道具の出入れに便である。
Further, the partition wall may be attached directly to the inner periphery of the envelope with a flexible membrane, or via fins. If the partition wall is removable, it will be convenient for people to come in and out and tools to go in and out during repairs.

(発明の効果) 以上本発明を説明したが、本発明によると下記
のような効果がある。
(Effects of the Invention) The present invention has been described above, and the present invention has the following effects.

包被内に仕切膜を設けて複数の独立した空気室
を設け、それぞれに注排気管を設けている。従つ
てVノツチ又は倒伏放流場所を任意に制御でき
る。
A partition membrane is provided within the envelope to provide multiple independent air chambers, each of which is provided with an inlet/exhaust pipe. Therefore, the V-notch or the lodging discharge location can be controlled as desired.

しかも排気の際仕切膜はスムーズに折れて堰は
円滑に縮少される。
Moreover, during exhaust, the partition membrane breaks smoothly and the weir is smoothly reduced.

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

第1図は本発明の可撓性膜製起伏堰の正面図
(図a)とそのA−A断面図(図b)、第2図は本
発明に於ける仕切壁の取り付け方の他の例を示す
縦断正面図、第3図は本発明で用いる仕切壁を構
成する可撓性膜の斜視的正面図、第4図は従来の
可撓性膜製起伏堰の正面図を夫々例示している。 1……可撓性膜製包被、2……包被取付河床部
コンクリート面、3……包被取付側壁部コンクリ
ート面、4……操作室、5……送風機、6,6′,
6″,6……注気弁、7,7′,7″,7……
注気管、8,8′,8″,8……注排気管、9,
9′,9″,9……注排気口、10,10′,1
0″,10……排気弁、11,11′,11″,
11……空気室、12……仕切膜、13……V
ノツチ、14……可撓性膜、15……ひれ。
Fig. 1 is a front view (Fig. a) and its A-A sectional view (Fig. b) of a flexible membrane undulating weir of the present invention, and Fig. 2 is an alternative method of attaching a partition wall according to the present invention. FIG. 3 is a vertical front view showing an example, FIG. 3 is a perspective front view of a flexible membrane constituting a partition wall used in the present invention, and FIG. 4 is a front view of a conventional undulating weir made of a flexible membrane. ing. DESCRIPTION OF SYMBOLS 1... Flexible membrane envelope, 2... Concrete surface of the river bed where the envelope is attached, 3... Concrete surface of the side wall where the envelope is attached, 4... Operation room, 5... Blower, 6, 6',
6″, 6……Air intake valve, 7, 7′, 7″, 7……
Inlet pipe, 8, 8', 8'', 8... Inlet and exhaust pipe, 9,
9', 9'', 9... Inlet/outlet, 10, 10', 1
0″, 10……exhaust valve, 11, 11′, 11″,
11...Air chamber, 12...Partition membrane, 13...V
Notch, 14... Flexible membrane, 15... Fin.

Claims (1)

【特許請求の範囲】 1 堰体を形成する可撓性膜製包被を河床部に河
川流れを横断する方向に取り付け、包被内部に圧
力媒体たる空気を送り膨張起立させ或いは包被内
部から空気を排出して収縮倒伏させる様にした空
気膨張式の堰に於いて、可撓性膜製包被の中に可
撓性膜製の仕切壁を設けて河川流れを横断する方
向に並ぶ複数の独立した空気室を設け、夫々に独
立した注排気管を設けてなり、包被の所定の位置
の空気室の空気を最初に排出することによりVノ
ツチ発生位置を制御することを可能にしたもので
あつて、上記仕切壁は一端は開放し、他端は扁平
に閉塞した筒状体の可撓性膜を用い、上記開放端
周囲を可撓性膜製包被内周側に取り付けて構成し
たことを特徴とする可撓性膜製起伏堰。 2 仕切壁が気密である特許請求の範囲第1項記
載の可撓性膜製起伏堰。 3 仕切壁が、1つ以上のあなを有し、あなの断
面積の総和がその仕切壁が仕切つている空気室の
注排気管の断面積より小さいものである特許請求
の範囲第1項記載の可撓性膜製起伏堰。 4 仕切壁が、起伏堰設置前に可撓性膜製包被に
取り付けられる特許請求の範囲第1項記載の可撓
性膜製起伏堰。 5 仕切壁が、起伏堰設置後に可撓性膜製包被に
取り付けられる特許請求の範囲第1項記載の可撓
性膜製起伏堰。 6 仕切壁が、可撓性膜製包被の内周に設けたひ
れを介して取り付けられる特許請求の範囲第1項
記載の可撓性膜製起伏堰。 7 仕切壁が、可撓性膜製包被の内周に設けられ
たひれを介して取り付けられ、且つひれから仕切
壁が取り外し可能である特許請求の範囲第1項記
載の可撓性膜製起伏堰。
[Scope of Claims] 1. A flexible membrane envelope forming a weir body is attached to the river bed in a direction across the river flow, and air as a pressure medium is sent into the interior of the envelope to cause it to expand or rise from the inside of the envelope. In an air-inflatable weir that discharges air and collapses, a plurality of flexible membrane partition walls are provided inside the flexible membrane envelope and are lined up in a direction across the river flow. By providing independent air chambers and providing independent air intake and exhaust pipes for each, it is possible to control the position where the V-notch occurs by first discharging the air from the air chamber at a predetermined position in the envelope. The partition wall is made of a cylindrical flexible membrane with one end open and the other end closed flat, and the periphery of the open end is attached to the inner peripheral side of the flexible membrane envelope. An undulating weir made of a flexible membrane characterized by the following structure. 2. The flexible membrane undulation weir according to claim 1, wherein the partition wall is airtight. 3. Claim 1, wherein the partition wall has one or more holes, and the sum of the cross-sectional areas of the holes is smaller than the cross-sectional area of the air supply and exhaust pipes of the air chamber partitioned by the partition wall. An undulating weir made of flexible membrane. 4. The flexible membrane undulation weir according to claim 1, wherein the partition wall is attached to the flexible membrane envelope before installation of the undulation weir. 5. The flexible membrane undulating weir according to claim 1, wherein the partition wall is attached to the flexible membrane envelope after the undulating weir is installed. 6. The flexible membrane undulating weir according to claim 1, wherein the partition wall is attached via fins provided on the inner periphery of the flexible membrane envelope. 7. The flexible membrane according to claim 1, wherein the partition wall is attached via a fin provided on the inner periphery of the flexible membrane envelope, and the partition wall is removable from the fin. undulating weir.
JP61265753A 1986-11-09 1986-11-09 Flexible membrane undulating weir Granted JPS63122813A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP61265753A JPS63122813A (en) 1986-11-09 1986-11-09 Flexible membrane undulating weir
KR1019870012519A KR910001388B1 (en) 1986-11-09 1987-11-06 Flexible film rising and falling dam
AU80912/87A AU587917B2 (en) 1986-11-09 1987-11-09 Weir made of flexible sheet and capable of being set up and down

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61265753A JPS63122813A (en) 1986-11-09 1986-11-09 Flexible membrane undulating weir

Publications (2)

Publication Number Publication Date
JPS63122813A JPS63122813A (en) 1988-05-26
JPH0368164B2 true JPH0368164B2 (en) 1991-10-25

Family

ID=17421531

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61265753A Granted JPS63122813A (en) 1986-11-09 1986-11-09 Flexible membrane undulating weir

Country Status (3)

Country Link
JP (1) JPS63122813A (en)
KR (1) KR910001388B1 (en)
AU (1) AU587917B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63122812A (en) * 1986-11-09 1988-05-26 Sumitomo Electric Ind Ltd Flexible film rising and falling dam
DE69701063T2 (en) * 1996-06-27 2000-07-13 The Honjo Chemical Corp., Osaka Process for the production of lithium manganese oxide with spinel structure

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61169512A (en) * 1985-01-19 1986-07-31 Sumitomo Electric Ind Ltd Air-expansion type flexible rising and falling film dam
JPS63122812A (en) * 1986-11-09 1988-05-26 Sumitomo Electric Ind Ltd Flexible film rising and falling dam
JPH0796093B2 (en) * 1991-11-11 1995-10-18 森川産業株式会社 Device to recover solvent from solvent gas

Also Published As

Publication number Publication date
AU587917B2 (en) 1989-08-31
JPS63122813A (en) 1988-05-26
KR880006425A (en) 1988-07-22
AU8091287A (en) 1988-05-12
KR910001388B1 (en) 1991-03-04

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