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JPH0424486B2 - - Google Patents
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JPH0424486B2 - - Google Patents

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Publication number
JPH0424486B2
JPH0424486B2 JP15059188A JP15059188A JPH0424486B2 JP H0424486 B2 JPH0424486 B2 JP H0424486B2 JP 15059188 A JP15059188 A JP 15059188A JP 15059188 A JP15059188 A JP 15059188A JP H0424486 B2 JPH0424486 B2 JP H0424486B2
Authority
JP
Japan
Prior art keywords
weir
span
forming
water level
envelope
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
JP15059188A
Other languages
Japanese (ja)
Other versions
JPS6480614A (en
Inventor
Soji Nishikawa
Yoshiomi Tsuji
Ichiro Maruyama
Kenji Mori
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 JP63150591A priority Critical patent/JPS6480614A/en
Publication of JPS6480614A publication Critical patent/JPS6480614A/en
Publication of JPH0424486B2 publication Critical patent/JPH0424486B2/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、可撓性膜製起伏堰、詳しくは複数ス
パン型の可撓性膜製起伏堰に於いて上流水位によ
る倒伏装置に改良を加えた堰に関するものであ
る。
Detailed Description of the Invention (Industrial Field of Application) The present invention provides an improvement to a lodging device based on the upstream water level in a flexible membrane undulating weir, specifically a multi-span type flexible membrane undulating weir. This is related to the added weir.

(従来の技術) 可撓性膜製起伏堰は、堰体を形成するゴム引布
等可撓性膜製包被(袋状体)を河川等流れを横断
する方向に少な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) An undulating weir made of a flexible membrane is a weir in which a flexible membrane envelope (bag-like body) such as rubber-coated cloth forming the weir body is attached to at least the floor of a river in a direction across the flow of the river. Attach to,
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 a pressure medium is discharged from the interior of the envelope to cause the envelope to contract and fall down. No. 40-11702, Tokko Akira
44-2371).

この種の起伏堰の設置に当り、複数スパン型と
することがある。即ち、河川巾の大きい河川の場
合に河川巾を横断して、1基の堰によるものでは
なく、堰柱を介して2基、3基……等複数基の堰
を連結して設置し複数スパン型とすることがあ
る。これは、水位、流量調整、堆積土砂の排除、
河川締切工事が容易である等の理由で行なう。
When installing this type of undulating weir, it may be of a multi-span type. In other words, in the case of a large river, multiple weirs, such as two, three, etc., are connected via weir pillars, rather than one weir, across the width of the river. It may be of span type. This includes water level, flow rate adjustment, removal of accumulated sediment,
This is done for reasons such as ease of river closure work.

上記の複数スパン型堰の倒伏方式においては、
第6図又は第7図に示す如く、従来は、1スパン
を形成する堰(以后1スパン形成堰と略記)が
夫々他と連動することなく倒伏装置を持ち、1ス
パン形成堰が夫々決められた上流水位になると倒
伏するものであつた。
In the above multi-span weir lodging method,
As shown in FIG. 6 or FIG. 7, conventionally, each weir forming one span (hereinafter abbreviated as one-span forming weir) has a lodging device without interlocking with the others, and each one-span forming weir is determined individually. When the water level reached the upstream level, it would collapse.

なお第6図は倒伏装置がバケツト式の場合であ
り、上流水位が自動倒伏水位L1に達すると上流
水Wがバケツト11a,11cに導かれ、バケツ
ト11a,11cが下降し、バタフライバルブ8
a,8cを開放して包被1a,1cを収縮させ
る。
In addition, FIG. 6 shows the case where the lodging device is a bucket type, and when the upstream water level reaches the automatic lodging water level L1 , the upstream water W is guided to the buckets 11a and 11c, the buckets 11a and 11c are lowered, and the butterfly valve 8 is activated.
a, 8c are opened to contract the envelopes 1a, 1c.

更に上流水位が自動倒伏水位L2に達した場合
上流水Wがバケツト11bに導かれ、バケツト1
1bが下降しバタフライ弁8bを開放して包被1
bを収縮させる。
Furthermore, when the upstream water level reaches the automatic lodging water level L2 , the upstream water W is guided to the bucket 11b, and the bucket 1
1b descends and opens the butterfly valve 8b to cover the envelope 1.
Contract b.

又第7図は倒伏装置がフロート式の場合であ
り、上流水位が自動倒伏水位L1に達すると、上
流水Wはフロート槽21a,21b,21cに入
り、フロート24a,24b,24cは同レベル
に上昇し、バタフライ弁8a,8cをフロートに
連結した棒22a,22cにより開放し、包被1
a,1cを収縮させる。
Fig. 7 shows a case where the lodging device is a float type, and when the upstream water level reaches the automatic lodging level L1 , the upstream water W enters the float tanks 21a, 21b, 21c, and the floats 24a, 24b, 24c are at the same level. The butterfly valves 8a and 8c are opened by rods 22a and 22c connected to floats, and the envelope 1
Contract a and 1c.

更に上流水位が自動倒伏水位L2になると、フ
ロート24bに連結した棒22bによりバタフラ
イ弁8bを開放し包被1bを収縮させる。
Furthermore, when the upstream water level reaches the automatic collapse water level L2 , the butterfly valve 8b is opened by the rod 22b connected to the float 24b, and the envelope 1b is contracted.

なおこれら第6,7図中、後述する本発明の第
1〜5図と同一符号は同一部位を示している。
Note that in these FIGS. 6 and 7, the same reference numerals as in FIGS. 1 to 5 of the present invention, which will be described later, indicate the same parts.

(発明が解決しようとする課題) 上記の通りであり、従来方式であれば倒伏時の
水位差をつけないかぎり、1スパン形成堰の夫々
の倒伏の順序をつけることができなかつた。
(Problems to be Solved by the Invention) As described above, with the conventional method, it was not possible to determine the order of lodging of each one-span forming weir unless a water level difference was established at the time of lodging.

しかし乍ら、倒伏時の水位差をつけないで、1
スパン形成堰の夫々の倒伏順序をつけること、例
えば1スパンづつ或いは複数スパンづつ倒伏させ
ることが下記理由で要望される。
However, without creating a difference in water level at the time of lodging, 1
It is desired to set the order of lodging each of the span-forming weirs, for example, to lodge one span at a time or a plurality of spans at a time, for the following reasons.

渇水時の出水、河川勾配がゆるやか等の堰で
は一旦倒伏すると再起をしても上流に貯水され
るまで時間がかゝり取水に支障を来す。従つて
河川水量の増加速度に応じ例えば1スパンづつ
或いは複数スパンづつ倒伏させ、上流の貯水を
なるべく減じないようにする。
Once a weir collapses due to flooding during droughts or a river with a gentle slope, even if it rises again, it takes time for the water to be stored upstream, causing problems in water intake. Therefore, depending on the rate of increase in the amount of river water, for example, one span at a time or a plurality of spans at a time may be lowered to prevent the water storage upstream from being reduced as much as possible.

電力、水道の取水堰は常に取水したいもので
ある。従つて上流側は一定水位を確保したり、
出水しても全スパン同時に倒伏させるのではな
く河川流量の増加速度に応じ例えば1スパンづ
つ或いは複数スパンづつ倒伏させ少々の出水で
も水位を確保する。
Water intake weirs for electricity and water need to be used constantly. Therefore, ensure a constant water level on the upstream side,
Even when water comes out, all the spans are not lowered at the same time, but one span at a time or a plurality of spans are lowered depending on the rate of increase in the river flow rate, so that the water level can be maintained even if there is a small amount of water.

上記のような問題点に鑑み、本発明は複数スパ
ン型の可撓性膜製起伏堰に於いて、1スパン形成
堰の夫々の倒伏の水位を同一にして、かつ順序を
つけることを可能ならしめた起伏堰を提供するこ
とにある。
In view of the above-mentioned problems, the present invention provides a multi-span type flexible membrane undulation weir, in which the water level of each of the weirs forming one span can be made the same and arranged in the same order. The objective is to provide a closed undulating weir.

(課題を解決するための手段) 即ち本発明の1つ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取り付け、
包被内部に圧力媒体たる空気、水等を送り膨張起
立させ或いは包被内部から空気、水等を排出し収
縮倒伏させる堰の複数基を、河川流れを横断する
方向に堰柱を介して連結して複数スパン型の堰を
構成し、1スパンを形成する堰の夫々は、上流水
位検知管により取り入れる上流水を1スパンを形
成する堰の夫々のバケツトに入れ、バケツトの下
降により1スパンを形成する堰の夫々の包被に連
通する排気又は排水管の排気又は排水弁を開放し
所定水位で包被を収縮させる倒伏装置を備えさせ
た堰に於いて、少なくとも1つの1スパンを形成
する堰のバケツトには上流水位検知管が直結して
おり、更に少なくとももう1つのスパンを形成す
る堰のバケツトには自己以外の1スパンを形成す
る堰のバケツトからのパイプが連結していること
を特徴とするものである。
(Means for Solving the Problems) That is, one of the flexible membrane undulating weirs of the present invention includes attaching a flexible membrane sheath forming a weir body to a river bed,
Multiple weirs are connected via weir pillars in the direction across the river flow by sending air, water, etc. as pressure medium into the inside of the sheath to expand and raise it up, or discharge air, water, etc. from the inside of the sheath to contract and collapse. A multi-span type weir is constructed, and each weir forming one span receives upstream water taken in by an upstream water level detection pipe into the respective buckets of the weir forming one span, and the lowering of the buckets lowers the span. Forming at least one single span in a weir equipped with a lodging device that opens the exhaust or drain valve of an exhaust or drain pipe communicating with each envelope of the weir to be formed and deflates the envelope at a predetermined water level. The upstream water level detection pipe is directly connected to the bucket of the weir, and the pipe from the bucket of the weir forming one span other than the own is connected to the bucket of the weir forming at least one other span. This is a characteristic feature.

また、本発明の他の1つ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取
り付け、包被内部に圧力媒体たる空気、水等を送
り膨張起立させ或いは包被内部から空気、水等を
排出し収縮倒伏させる堰の複数基を、河川流れを
横断する方向に堰柱を介して連結して複数スパン
型の堰を構成し、1スパンを形成する堰の夫々
は、上流水位検知管により取り入れる上流水を1
スパンを形成する堰の夫々のフロート槽に入れ、
フロートの上昇により1スパンを形成する堰の
夫々の包被に連通する排気又は排水管の排気又は
排水弁を開放し所定水位で包被を収縮させる倒伏
装置を備えさせた堰に於いて、少なくとも1つの
1スパンを形成する堰のフロート槽には上流水位
検知管が直結しており、更に少なくとももう1つ
のスパンを形成する堰のフロート槽には自己以外
の1スパンを形成する堰のフロート槽からのパイ
プが連結していることを特徴とするものである。
In addition, another flexible membrane undulating weir of the present invention has a flexible membrane envelope forming a weir body attached to the river bed, and air, water, etc. as a pressure medium is sent inside the envelope to expand the weir. A multi-span type weir is constructed by connecting multiple weirs that are erected or that discharge air, water, etc. from the inside of the envelope and then contract and collapse in a direction that crosses the river flow through weir pillars. Each of the weirs formed is capable of handling upstream water taken in by the upstream water level detection pipe.
into each float tank of the weir forming the span,
In a weir equipped with a lodging device that deflates the envelope at a predetermined water level by opening the exhaust or drain valve of the exhaust or drain pipe communicating with each envelope of the weir forming one span by raising the float, at least The upstream water level detection pipe is directly connected to the float tank of the weir forming one span, and the float tank of the weir forming at least one other span is connected to the float tank of the weir forming one span other than the own. It is characterized by the fact that the pipes from the

(作用) 後述例示図面の説明で明らかな通り本発明は、
バケツト同志或いはフロート槽同志を前記の通り
検知上流水で連結することにより、同じ上流水位
での倒伏に於いて(異なれる上流水位を用いるこ
となく)、1スパン形成堰の順序を決定できる。
(Function) As is clear from the explanation of the illustrative drawings described below, the present invention has the following features:
By connecting buckets or float tanks with each other by the detected upstream water as described above, it is possible to determine the order of one-span forming weirs in lodging at the same upstream water level (without using different upstream water levels).

なお本発明で倒伏順序に従つて倒伏の水位を変
える必要がある場合には、倒伏装置がバケツト式
の場合、バケツト同志の連結パイプのレベルを変
えれば1スパン形成堰の夫々の倒伏レベルも変更
できる。
In addition, in the case where it is necessary to change the water level of the lodging according to the lodging order in the present invention, if the lodging device is a bucket type, by changing the level of the connecting pipe of the buckets, the lodging level of each of the one-span forming weirs can also be changed. can.

以下に本発明を例示の図面を用いて詳細に説明
する。
The present invention will be explained in detail below using exemplary drawings.

〔A〕 倒伏装置にバケツト式を用いるもの 例 A−1 第1図は本発明の、倒伏装置がバケツト式の場
合の1つの例の要部を説明する河川流れ下流から
上流に向つて見た図である。
[A] Example of using a bucket-type lodging device It is a diagram.

第1図中1a,1b,1c…は可撓性膜起伏堰
の夫々の1基(1スパン形成堰)であり、これら
は堰柱2a,2b…を介して河川横断方向に連結
して設置され複数スパン型の堰を形成している。
In Fig. 1, 1a, 1b, 1c... are each one of the flexible membrane undulating weirs (one span forming weir), and these are connected in the river cross direction via weir pillars 2a, 2b... It forms a multi-span type weir.

3はブロワーであり、給気管4a,4b,4c
…及び給排気管5a,5b,5c…を介して夫々
1スパン形成堰1a,1b,1c…に空気が供給
され堰の起立が可能である。
3 is a blower, and air supply pipes 4a, 4b, 4c
Air is supplied to the one-span forming weirs 1a, 1b, 1c, etc. through the supply and exhaust pipes 5a, 5b, 5c, etc., and the weirs can be erected.

又給排気管5a,5b,5c…及び排気管6
a,6b,6c…を介して夫々の1スパン形成堰
1a,1b,1c…内の空気が排出され得て夫々
の1スパン形成の倒伏が可能である。
Also, the supply and exhaust pipes 5a, 5b, 5c... and the exhaust pipe 6
The air within each of the one-span forming weirs 1a, 1b, 1c... can be discharged through the weirs 1a, 1b, 1c, .

なお7a,7b,7c…等は給気バルブ、8
a,8b,8c…は排気バルブ、9は給気元バル
ブである。
Note that 7a, 7b, 7c, etc. are air supply valves, 8
a, 8b, 8c... are exhaust valves, and 9 is an air supply source valve.

さて本発明に於いては次の様に特になされてい
る。
The present invention is particularly designed as follows.

堰上流河川岸法面より配管布設された上流水位
検知管10より導かれた上流水Wは第1の1スパ
ン形成堰1aのバケツト11aに先ず導かれ、次
に第2の1スパン形成堰1bのバケツト11b
に、次に第3の1スパン形成堰1cのバケツト1
1cにと言つた具合に直列的に順次導かれる。
Upstream water W led from the upstream water level detection pipe 10 installed from the riverbank slope upstream of the weir is first led to the bucket 11a of the first one-span forming weir 1a, and then to the second one-span forming weir 1b. Bucket 11b
Then, the bucket 1 of the third one-span forming weir 1c
1c, and so on.

この際バケツトは順次下降し、それに連結され
たワイヤ12a,12b,12c…はバケツトの
下降に従い順次前記排気バルブたるレバー式バタ
フライバルブ8a,8b,8c…を開放する。
At this time, the bucket is sequentially lowered, and the wires 12a, 12b, 12c, . . . connected thereto sequentially open the lever-type butterfly valves 8a, 8b, 8c, .

上記排気バルブ8a,8b,8c…の順次の開
放により、1スパン形成堰1a,1b,1c…内
の空気が順次排気され、1スパン形成堰1a,1
b,1c…も順次順序をつけて(1aが最初、1
bがその次、1cが最後)、上流水位の存在する
限りに於いて収縮倒伏する。
By sequentially opening the exhaust valves 8a, 8b, 8c..., the air inside the one-span forming weirs 1a, 1b, 1c... is sequentially exhausted, and the one-span forming weirs 1a, 1
b, 1c... are also ordered sequentially (1a first, 1
b is the next, 1c is the last), and as long as the upstream water level exists, it contracts and collapses.

なお13a,13b,13c…は滑車、14
a,14b,14cはバルブ、15a,15b,
15c…は蛇管、16は上流水位検知管10に設
けた排水バルブである。
Note that 13a, 13b, 13c... are pulleys, 14
a, 14b, 14c are valves, 15a, 15b,
15c... is a flexible pipe, and 16 is a drain valve provided in the upstream water level detection pipe 10.

例 A−2 第2図は本発明の、倒伏装置にバケツト式のも
のを用いた場合の他の1つの例の要部を説明する
河川流れ下流から上流に向つて見た図であり、第
1図と同一符号は同一部位を表わしている。
Example A-2 Fig. 2 is a diagram illustrating the main part of another example of the present invention in which a bucket-type lodging device is used, as seen from downstream to upstream of the river flow. The same symbols as in FIG. 1 represent the same parts.

第2図の第1図と異る点はバケツト11cには
上流水が上流水位検知管10より直接的に導かれ
ている点である。
The difference between FIG. 2 and FIG. 1 is that upstream water is directly led to the bucket 11c from the upstream water level detection pipe 10.

従つて第2図に於いては、1スパン形成堰1
a,1cと1スパン形堰1bとの間に順序をつけ
て(11bが後)、それらを上流水位の存在する
限りに於いて収縮倒伏させる。
Therefore, in Figure 2, 1 span forming weir 1
A, 1c and the one-span type weir 1b are placed in sequence (11b is the last), and they are contracted and collapsed as long as the upstream water level exists.

〔B〕 倒伏装置にフロート式を用いたもの 例 B−1 第3図は本発明の、倒伏装置にフロート式を用
いた場合の1つの例の要部を説明する河川流れ下
流から上流に向つて見た図である。
[B] Example of using a float type as a lodging device B-1 Figure 3 shows the main part of an example of using a float type as a lodging device according to the present invention, and shows the river flow from downstream to upstream. This is a close-up view.

第1図中1a,1b,1c…は可撓性膜製起伏
堰の夫々の1基(1スパン形成堰)であり、これ
らは堰柱2a,2b…を介して河川横断方向に連
結して設置され複数スパン型の堰を形成してい
る。
In Fig. 1, 1a, 1b, 1c... are each one of the flexible membrane undulating weirs (one span forming weir), and these are connected in the river cross direction via weir pillars 2a, 2b... It has been installed to form a multi-span type weir.

3はブロワーであり、給気管4a,4b,4c
…及び給排気管5a,5b,5c…を介して夫々
1スパン形成堰1a,1b,1c…に空気が供給
され堰の起立が可能である。
3 is a blower, and air supply pipes 4a, 4b, 4c
Air is supplied to the one-span forming weirs 1a, 1b, 1c, etc. through the supply and exhaust pipes 5a, 5b, 5c, etc., and the weirs can be erected.

又給気排気管5a,5b,5c…及び排気管6
a,6b,6c…を介して夫々1スパン形成堰1
a,1b,1c…内の空気が排出され得て夫々の
1スパン形成堰の倒伏が可能である。
Also, the air supply exhaust pipes 5a, 5b, 5c... and the exhaust pipe 6
1 span forming weir 1 via a, 6b, 6c...
The air in a, 1b, 1c, . . . can be discharged, and each one-span forming weir can be collapsed.

なお7a,7b,7c…等は給気バルブ、8
a,8b,8c…は排気バルブ、9は給気元バル
ブである(以上は前述第1図と同様である)。
Note that 7a, 7b, 7c, etc. are air supply valves, 8
a, 8b, 8c, . . . are exhaust valves, and 9 is an air supply valve (the above is the same as in FIG. 1).

さて本発明に於いては次の様に特になされてい
る。
The present invention is particularly designed as follows.

堰上流河川岸法面より配管布設された上流水位
検知管10より導かれた上流水Wは第1の1スパ
ン形成堰1aのフロート槽21aに先ず導かれ、
次に第2の1スパン形成堰1bのフロート槽21
bに、次に第3の1スパン形成堰1cのフロート
槽21cにと言つた具合に直列的に順次導かれ
る。
The upstream water W led from the upstream water level detection pipe 10 installed from the river bank slope upstream of the weir is first led to the float tank 21a of the first one-span forming weir 1a,
Next, the float tank 21 of the second one-span forming weir 1b
b, then to the float tank 21c of the third one-span forming weir 1c, and so on.

この際各フロート槽内のフロート24a,24
b,24c…はその浮きによる棒22a,22
b,22cの上昇に従い順次前記排気バルブ8
a,8b,8c…に取り付けたカウンターウエイ
ト23a,23b,23c…を順次突き上げる。
At this time, the floats 24a and 24 in each float tank
b, 24c... are the rods 22a, 22 due to the floats
b, 22c, the exhaust valve 8 is
Counter weights 23a, 23b, 23c, etc. attached to a, 8b, 8c,... are pushed up one after another.

上記カウンターウエイトの突き上がりで排気バ
ルブ8a,8b,8c…が順次開放となり、1ス
パン形成堰1a,1b,1c…内の空気が順次排
気され、1スパン形成堰1a,1b,1c…は順
次順序をつけて(1aが最初、1bがその次、1
cが最後)、上流水位の存在する限りに於いて収
縮倒伏する。
As the counterweight rises, the exhaust valves 8a, 8b, 8c... are sequentially opened, and the air in the one-span forming weirs 1a, 1b, 1c... is sequentially exhausted, and the one-span forming weirs 1a, 1b, 1c... are sequentially exhausted. In order (1a first, 1b next, 1
c is the last), it contracts and collapses as long as there is an upstream water level.

なお16は上流水位検知管10に設けた排水バ
ルブである。
Note that 16 is a drain valve provided in the upstream water level detection pipe 10.

なお上記に於いて本発明を空気膨張式の場合に
ついて説明したが、第4図に示す様に本発明は水
膨張式の場合にも利用出来る。
Although the present invention has been described above with respect to an air-expandable type, the present invention can also be used in a water-expandable type, as shown in FIG.

第4図中1a,1b,1c…は1スパン形成
堰、2a,2b…は堰柱、10は上流水検知管、
16は上流水位検知管に設けた排水バルブ、21
a,21b,21c…はフロート槽、24a,2
4b,24c…はフロート、33は送水機、34
a,34b,34c…は給水管、35a,35
b,35c…は給排水管、36a,36b,36
c…は排水管、37a,37b,37c…は給水
バルブ、38a,38b,38cは排水バルブを
表わしている。
In Fig. 4, 1a, 1b, 1c... are 1-span forming weirs, 2a, 2b... are weir columns, 10 is an upstream water detection pipe,
16 is a drain valve installed in the upstream water level detection pipe, 21
a, 21b, 21c... are float tanks, 24a, 2
4b, 24c... are floats, 33 is a water supply machine, 34
a, 34b, 34c... are water supply pipes, 35a, 35
b, 35c... are water supply and drainage pipes, 36a, 36b, 36
c... represents a drain pipe, 37a, 37b, 37c... represent a water supply valve, and 38a, 38b, 38c represent a drain valve.

この際の倒伏装置は例えば、上方の排気パイプ
6a…(第3図参照)に代え排水パイプ36a…
を下方低い位置に設け、かつフロートに取り付け
たフロート棒22a…(第3図参照)に代えワイ
ヤ32a…をフロート24a…に取り付け、滑車
13a…を介して下方に導き、上記排水パイプ3
6a…に設けた排水バルブ38a…を開放出来る
ようにする。
In this case, the lodging device is, for example, a drainage pipe 36a instead of the upper exhaust pipe 6a (see Fig. 3).
wires 32a are attached to the floats 24a instead of the float rods 22a attached to the floats (see Fig. 3), and guided downward via pulleys 13a.
Drain valves 38a... provided at 6a... can be opened.

例 B−2 第5図は本発明の、倒伏装置にフロート式のも
のを用いた場合の他の1つの例の要部を説明する
河川流れ下流から上流に向つて見た図であり、第
1図と同一符号は同一部位を表わしている。
Example B-2 FIG. 5 is a diagram illustrating the main part of another example of the present invention in which a float-type lodging device is used, viewed from the downstream to the upstream of the river flow. The same symbols as in FIG. 1 represent the same parts.

第5図の第3図と異なる点はフロート槽21c
には上流水が上流水位検知管10より直接的に導
かれている点である。
The difference between Fig. 5 and Fig. 3 is the float tank 21c.
The point is that the upstream water is directly led from the upstream water level detection pipe 10.

従つて第5図に於いては、1スパン形成堰1
a,1cと1スパン形堰1bとの間に順序をつけ
て(1bが後)、それらを上流水位の存在する限
りに於いて収縮倒伏させる。
Therefore, in Fig. 5, 1 span forming weir 1
A, 1c and the one-span type weir 1b are placed in order (1b is the last), and they are contracted and collapsed as long as the upstream water level exists.

(発明の効果) 以上の様に本発明によれば、複数スパン型の可
撓性膜製起伏堰に於いて、夫々の1スパン形成堰
をあらかじめ設定した順位で、しかも同一水位で
容易に起伏させることが出来る。
(Effects of the Invention) As described above, according to the present invention, in a multi-span type flexible membrane undulating weir, each one-span forming weir can be easily undulated in a preset order and at the same water level. I can do it.

なお本発明は例示の図面のものに限定されるこ
とはなく、順次倒伏させる手段は河川流量の増加
速度に応じて1スパン毎や複数スパン毎に順次倒
伏させるものであつたり、或いは1スパンと複数
スパンを組合わせて順次倒伏させるものであつた
り、広く解釈されるものである。
Note that the present invention is not limited to what is illustrated in the drawings, and the means for sequentially lodging may be one that sequentially lodges one span or a plurality of spans depending on the rate of increase in river flow rate, or one span and one span. It can be broadly interpreted as a combination of multiple spans that are laid down in sequence.

なお又本発明は空気膨張式、水膨張式何れにも
適用出来るものである。
Furthermore, the present invention can be applied to both air expansion type and water expansion type.

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

第1,2図は本発明の、倒伏装置にバケツト式
を用いた場合の可撓性膜製起伏堰の説明図、第
3,4,5図は本発明の、倒伏装置にフロート槽
を用いた場合の可撓性膜製起伏堰の説明図を夫々
例示している。 第6図は従来の、倒伏装置にバケツト式を用い
た場合の可撓性膜製起伏堰の説明図、第7図は従
来の、倒伏装置にフロート槽を用いた場合の可撓
性膜製起伏堰の説明図を夫々例示している。 1a,1b,1c等……1スパン形成堰、2
a,2b等……堰柱、8a,8b,8c等……排
気バルブ(レバー式バラフライバルブ)、10…
…上流水位検知管、11a,11b,11c等…
…バケツト、12a,12b,12c等……ワイ
ヤ、21a,21b,21c等……フロート槽、
22a,22b,22c等……フロート棒、24
a,24b,24c等……フロート。
Figures 1 and 2 are explanatory diagrams of a flexible membrane undulating weir in which a bucket type is used as the lodging device of the present invention, and Figures 3, 4, and 5 are illustrations of the present invention in which a float tank is used as the lodging device. The explanatory diagrams of the flexible membrane undulating weir in the case of Figure 6 is an explanatory diagram of a conventional undulating weir made of flexible membrane when a bucket type is used as the lodging device, and Figure 7 is an explanatory diagram of a conventional undulating weir made of flexible membrane when a float tank is used as the lodging device. Explanatory diagrams of undulating weirs are shown as examples. 1a, 1b, 1c, etc...1 span forming weir, 2
a, 2b, etc...Weir pillar, 8a, 8b, 8c, etc...Exhaust valve (lever type rosefly valve), 10...
...Upstream water level detection tube, 11a, 11b, 11c, etc.
...Bucket, 12a, 12b, 12c, etc....Wire, 21a, 21b, 21c, etc....Float tank,
22a, 22b, 22c, etc...Float rod, 24
a, 24b, 24c, etc...Float.

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取
り付け、包被内部に圧力媒体たる空気、水等を送
り膨張起立させ或いは包被内部から空気、水等を
排出し収縮倒伏させる堰の複数基を、河川流れを
横断する方向に堰柱を介して連結して複数スパン
型の堰を構成し、1スパンを形成する堰の夫々
は、上流水位検知管により取り入れる上流水を1
スパンを形成する堰の夫々のバケツトに入れ、バ
ケツトの下降により1スパンを形成する堰の夫々
の包被に連通する排気又は排水管の排気又は排水
弁を開放し所定水位で包被を収縮させる倒伏装置
を備えさせた堰に於いて、少なくとも1つの1ス
パンを形成する堰のバケツトには上流水位検知管
が直結しており、更に少なくとももう1つのスパ
ンを形成する堰のバケツトには自己以外の1スパ
ンを形成する堰のバケツトからのパイプが連結し
ていることを特徴とする可撓性膜製起伏堰。 2 堰体を形成する可撓性膜製包被を河床部に取
り付け、包被内部に圧力媒体たる空気、水等を送
り膨張起立させ或いは包被内部から空気、水等を
排出し収縮倒伏させる堰の複数基を、河川流れを
横断する方向に堰柱を介して連結して複数スパン
型の堰を構成し、1スパンを形成する堰の夫々
は、上流水位検知管により取り入れる上流水を1
スパンを形成する堰の夫々のフロート槽に入れ、
フロートの上昇により1スパンを形成する堰の
夫々の包被に連通する排気又は排水管の排気又は
排水弁を開放し所定水位で包被を収縮させる倒伏
装置を備えさせた堰に於いて、少なくとも1つの
スパンを形成する堰のフロート槽には上流水位検
知管が直結しており、更に少なくとももう1つの
スパンを形成する堰のフロート槽には自己以外の
1スパンを形成する堰のフロート槽からのパイプ
が連結していることを特徴とする可撓性膜製起伏
堰。
[Scope of Claims] 1. A flexible membrane envelope forming a weir body is attached to the riverbed, and air, water, etc. as a pressure medium is sent inside the envelope to cause it to expand or rise, or air, water, etc. are supplied from inside the envelope. A multi-span weir is constructed by connecting multiple weirs for discharging and contracting water in a direction across the river flow via weir pillars, and each weir forming one span is connected to an upstream water level detection pipe. Upstream water taken in by 1
The water is placed in the buckets of each of the weirs forming a span, and when the buckets are lowered, the exhaust or drain valves of the exhaust or drain pipes communicating with the envelopes of the weirs forming one span are opened, and the envelopes are contracted at a predetermined water level. In a weir equipped with a lodging device, an upstream water level detection pipe is directly connected to the bucket of the weir forming at least one span, and a water level detection pipe other than the self is directly connected to the bucket of the weir forming at least one other span. An undulating weir made of a flexible membrane, characterized in that pipes from the buckets of the weir forming one span of the weir are connected. 2. A flexible membrane envelope forming a weir body is attached to the river bed, and air, water, etc. as a pressure medium is sent inside the envelope to expand and erect it, or air, water, etc. are discharged from the interior of the envelope to cause it to contract and fall down. A plurality of weirs are connected via weir pillars in the direction across the river flow to form a multi-span weir, and each weir forming one span can handle upstream water taken in by an upstream water level detection pipe.
into each float tank of the weir forming the span,
In a weir equipped with a lodging device that deflates the envelope at a predetermined water level by opening the exhaust or drain valve of the exhaust or drain pipe communicating with each envelope of the weir forming one span by raising the float, at least The upstream water level detection pipe is directly connected to the float tank of the weir forming one span, and the float tank of the weir forming at least one other span is connected directly to the float tank of the weir forming one span other than the own. An undulating weir made of flexible membrane characterized by connecting pipes.
JP63150591A 1987-06-25 1988-06-18 Flexible film made undulating Granted JPS6480614A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63150591A JPS6480614A (en) 1987-06-25 1988-06-18 Flexible film made undulating

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP15914787 1987-06-25
JP63150591A JPS6480614A (en) 1987-06-25 1988-06-18 Flexible film made undulating

Publications (2)

Publication Number Publication Date
JPS6480614A JPS6480614A (en) 1989-03-27
JPH0424486B2 true JPH0424486B2 (en) 1992-04-27

Family

ID=26480135

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63150591A Granted JPS6480614A (en) 1987-06-25 1988-06-18 Flexible film made undulating

Country Status (1)

Country Link
JP (1) JPS6480614A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4073195B2 (en) * 2001-10-24 2008-04-09 有限会社ノムラフォーシーズ Water-driven waterproof device

Also Published As

Publication number Publication date
JPS6480614A (en) 1989-03-27

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