JPH0242737Y2 - - Google Patents

Info

Publication number
JPH0242737Y2
JPH0242737Y2 JP1984147793U JP14779384U JPH0242737Y2 JP H0242737 Y2 JPH0242737 Y2 JP H0242737Y2 JP 1984147793 U JP1984147793 U JP 1984147793U JP 14779384 U JP14779384 U JP 14779384U JP H0242737 Y2 JPH0242737 Y2 JP H0242737Y2
Authority
JP
Japan
Prior art keywords
water seal
air
water
weir
river
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
JP1984147793U
Other languages
Japanese (ja)
Other versions
JPS6162928U (en
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 filed Critical
Priority to JP1984147793U priority Critical patent/JPH0242737Y2/ja
Publication of JPS6162928U publication Critical patent/JPS6162928U/ja
Application granted granted Critical
Publication of JPH0242737Y2 publication Critical patent/JPH0242737Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、上水道、工業用水、農業用水、河川
等から取水する目的で設置される袋状堰の空気圧
を制御するための袋状堰の過給気、過圧防止装置
に関する。
[Detailed description of the invention] (Industrial application field) This invention is a bag-shaped weir for controlling the air pressure of a bag-shaped weir installed for the purpose of taking water from water supply, industrial water, agricultural water, rivers, etc. Regarding supercharging air and overpressure prevention devices.

(従来技術) 従来の堰体1は、第3図に示すように、空気を
注入して起立させ、これを排出して倒伏させるも
のである。堰体への空気の注入には送気装置4が
用いられるが、過圧による堰体1の破裂を防止す
るため、過圧防止装置が取付けられている。すな
わち、この装置は堰体1の内部と送気装置4を結
ぶ送気管3から分岐した水封管5の開口部を満水
にした水封槽6内の水中に開口させた構成となつ
ている。
(Prior Art) As shown in FIG. 3, the conventional weir body 1 is made to stand up by injecting air, and is then made to fall down by discharging the air. An air supply device 4 is used to inject air into the weir body, and an overpressure prevention device is attached to prevent the weir body 1 from bursting due to overpressure. That is, this device has a structure in which the opening of a water seal pipe 5 branched from an air pipe 3 connecting the inside of the weir body 1 and the air supply device 4 is opened into water in a water seal tank 6 filled with water. .

この従来装置においては、水封槽6への注水は
人為的に行われるため、第1に、煩雑で管理が不
充分となりがちであり、第2には、水封槽6内の
水面は一定であり、制御の基準となる気圧は一定
であるが、一方、堰体内に発生する気圧は、堰の
上流河川水位によつて変化するので、上流河川水
位が高い場合には効きやすく、その水位が低い場
合には効き難いという欠陥があり、過圧防止機能
も不充分であつた。第3には、空気注入は短時間
に終了するので、上記と同一の理由のより、空気
注入中は、装置が全く働かず、上流河川水位が上
昇した後において働き、折角入れた空気の相当量
が無駄に排出される等の問題があつた。また、第
4には、水封槽6は堰体上流河川またはこの上流
河川に通ずる水中に置かれるが、送気装置4は洪
水を避けるため、堤内地に置かれるで、両者は隔
つている場合が多い。したがつて、監視するとき
など、水封管5からの空気の噴出を確かめること
が必要であるが、これを確かめるは困難であつ
た。
In this conventional device, since the water injection into the water seal tank 6 is performed artificially, firstly, it is complicated and tends to be poorly managed, and secondly, the water level in the water seal tank 6 is constant. The atmospheric pressure that is the standard for control is constant, but on the other hand, the atmospheric pressure generated inside the weir varies depending on the river water level upstream of the weir, so it is more effective when the upstream river water level is high, and the water level The problem was that it was difficult to be effective when the pressure was low, and the overpressure prevention function was also insufficient. Thirdly, since air injection ends in a short time, for the same reason as above, the device does not work at all during air injection, but works only after the water level of the upstream river has risen, so that the amount of air that has been taken into account is There were problems such as the amount being wasted. Fourthly, the water seal tank 6 is placed in the river upstream of the weir body or in the water leading to this upstream river, but the air supply device 4 is placed inside the embankment to avoid flooding, and the two are separated. There are many cases. Therefore, when monitoring, it is necessary to check whether the air is blowing out from the water seal tube 5, but it has been difficult to check.

(考案が解決しようとする問題点) 本考案は、従来の問題点を解決するためになさ
れたもので、吸気等の管理が容易で、堰の上流河
川水位の増減に拘らず過圧防止機能を発揮するこ
とができ、しかも袋堰へ過給気状態が警笛によつ
て知ることができ、適正な空気供給ができる袋状
堰の過給気、過圧防止装置を提供するものであ
る。
(Problems to be solved by the invention) This invention was made to solve the problems of the conventional method.It is easy to manage intake air, etc., and has an overpressure prevention function regardless of the increase or decrease in the river water level upstream of the weir. To provide a supercharging air and overpressure prevention device for a bag weir, which is capable of exhibiting the same characteristics, and also allows the state of supercharging air to the bag weir to be known by a horn, and is capable of supplying appropriate air.

(問題を解決するための手段) 本考案は上記目的を達成するために、一端が堰
体内に通じ、他端が送気装置に接続された送気管
と、前記送気管から分岐して堰の上流河川または
これに通ずる水中に開口する水封管と、前記水封
管の開口部を密閉状態で取り囲んで位置する適当
な高さを有する水封槽と、前記水封槽の上部に設
けた、狭窄された孔をもつて前記水封槽内と大気
とを連通してなる、前記水封槽の内圧の上昇によ
つて鳴る警笛と、前記水封槽の下部で前記水封管
の開口部より低い位置に一端を接続し、他端を適
当な高さで上流河川中に開口する側枝管とからな
る袋状堰の過給気、過圧防止装置を構成したもの
である。
(Means for solving the problem) In order to achieve the above object, the present invention includes an air pipe whose one end leads into the weir body and whose other end is connected to the air supply device, and which branches from the air pipe and connects the weir to the weir. A water seal pipe that opens into an upstream river or water leading to it, a water seal tank having an appropriate height that surrounds the opening of the water seal pipe in a sealed state, and a water seal provided above the water seal tank. , a horn that sounds when the internal pressure of the water seal tank increases, the horn having a narrowed hole communicating the inside of the water seal tank with the atmosphere; and an opening of the water seal pipe at the bottom of the water seal tank. The supercharge air and overpressure prevention device for a bag-shaped weir consists of a side branch pipe that is connected at one end to a lower position than the upper part of the pipe, and the other end opens into the upstream river at an appropriate height.

本考案は、上記構成からなるものであるから堰
の上流河川が増水し、堰体の高さに水位が来ると
水封槽内の水位は堰の上流河川水位と等しくなる
ので、堰体にかかる圧力に応じた封止力が水封管
に働き、また水位が下がつたときには、水封槽中
では側枝管の開放上端までの水位が依然として保
持されているので、堰の上流水位の高さの如何に
拘らず適正な空気の注入ができ、さらに水封管下
端からの余剰空気が狭窄された孔を通過すること
によつて警笛が鳴り、空気供給の停止信号が得ら
れる。
Since the present invention has the above-mentioned configuration, when the river upstream of the weir increases and the water level reaches the height of the weir body, the water level in the water seal tank becomes equal to the water level of the river upstream of the weir. A sealing force corresponding to this pressure acts on the water seal pipe, and when the water level falls, the water level up to the open upper end of the side branch pipe is still maintained in the water seal tank, so the water level upstream of the weir is lowered. Appropriate air can be injected regardless of the size, and when excess air from the lower end of the water seal tube passes through the narrowed hole, a horn sounds and a signal to stop the air supply is obtained.

(実施例) まず、本考案の袋状堰における過圧防止の原理
を第1図に基ずいて説明する。
(Example) First, the principle of overpressure prevention in the bag-shaped weir of the present invention will be explained based on FIG. 1.

堰体1は河川の全巾を横断して固定装置2によ
つて河床に固着されている。堰体1の内部には送
気管3の一端が開口し、その他端は、送気装置4
に接続している。送気管3の途中から分岐した水
封管5は、堰の上流河川またはこの上流河川に通
ずる水中に開口している。したつがて、河川水位
の上昇または下降により、堰体内の気圧が増減す
ると同時に水封管5の開口部の水圧、すなわち制
御の基準となる気圧も変化することになるので、
第1の問題は勿論、第2の問題もこれによつて解
決できる。
The weir body 1 is fixed to the riverbed by a fixing device 2 across the entire width of the river. One end of the air pipe 3 is opened inside the weir body 1, and the other end is connected to the air supply device 4.
is connected to. A water seal pipe 5 branched from the middle of the air pipe 3 opens into a river upstream of the weir or into water leading to the upstream river. Eventually, as the river water level rises or falls, the air pressure inside the weir increases or decreases, and at the same time, the water pressure at the opening of the water seal tube 5, that is, the air pressure that is the reference for control, changes.
Not only the first problem but also the second problem can be solved by this.

次に、第3の問題は、未だ上流河川水位が低い
内に注入した空気量、気圧が上流河川水位が上昇
したときに必要な空気量、気圧に相応する高さ
h1およびh2をもつた水封槽6をもつて水封管5
の開口部の上方以外の三方を密閉すれば、解決で
きる。
Next, the third problem is the amount of air injected while the water level of the upstream river is still low, and the air pressure that will be required when the water level of the upstream river rises.
A water seal tube 5 with a water seal tank 6 having h1 and h2
This problem can be solved by sealing the opening on three sides except the top.

さらに、第4の問題は、水封槽6は堰体上流河
川またはこの上流河川に通ずる水中に置かれる
が、送気装置4は洪水を避けるため、堤内地に置
かれるので、両者は隔つている場合が多く、した
がつて、監視するときなど、水封管5からの空気
の噴出を確かめることが必要であるが、これは水
封槽6を採用することによつて、水封管5からの
空気の噴出を警笛に利用することができる。
Furthermore, the fourth problem is that the water seal tank 6 is placed in the river upstream of the weir body or in the water leading to this upstream river, but the air supply device 4 is placed inside the embankment to avoid flooding, so the two are separated. Therefore, when monitoring, it is necessary to check the air blowing out from the water seal tube 5. This can be done by using the water seal tank 6. The air jet from the can be used as a horn.

第2図に基ずいて本考案の実施例を説明する。
この説明において前記原理説明における同一また
は類似の部材については同一番号を付けてその説
明を省略する。
An embodiment of the present invention will be described based on FIG.
In this explanation, the same or similar members in the above explanation of the principle are given the same numbers and the explanation thereof will be omitted.

水封槽6は四方が密閉されていて、その頂部に
警笛7が接続されている。
The water seal tank 6 is sealed on all sides, and a horn 7 is connected to the top.

警笛7は、狭窄された孔をもつて水封槽6内と
大気とを連通してなる、水封槽6の内圧の上昇に
よつて鳴るものであればよい。例えば、第4図に
示すように扁平球体に上下に貫通する二個の小孔
を穿設したものを水封槽6に大気と連通するよう
に取付けたもの、または、第5図に示すように楽
器の笛と同じような構造のものを水封槽6の上部
に取付けたものでもよい。
The horn 7 may be one that sounds when the internal pressure of the water seal tank 6 increases, which has a narrowed hole that communicates the inside of the water seal tank 6 with the atmosphere. For example, as shown in Fig. 4, a flat sphere with two small holes penetrating it vertically is attached to the water seal tank 6 so as to communicate with the atmosphere, or as shown in Fig. 5. Alternatively, a structure similar to that of a musical instrument may be attached to the top of the water seal tank 6.

また、水封槽6の水封管5の開口部より低い位
置から側枝管8が分岐し、他端は適当な高さh1
およびh2で水中に上向きに開口している。
In addition, a side branch pipe 8 branches from a position lower than the opening of the water seal pipe 5 of the water seal tank 6, and the other end is set at an appropriate height h1.
and open upward into the water at h2.

したがつて、水封管5から噴出した余剰の空気
は水封槽6内で気泡となつて上昇し、気泡が混入
した分だけ空気と水の混合体は比重が軽くなり、
その水面は上昇するが、水封槽6の頂部は十分高
く、分離した空気は警笛7の狭窄された孔を通過
するときに振動して警笛を発する。
Therefore, the excess air ejected from the water seal tube 5 becomes bubbles in the water seal tank 6 and rises, and the specific gravity of the air-water mixture becomes lighter by the amount of air bubbles mixed in.
Although the water level rises, the top of the water seal tank 6 is sufficiently high, and when the separated air passes through the narrowed hole of the horn 7, it vibrates and causes the horn to sound.

(効果) 上記の通り本考案装置によれば、堰体上流河川
水位の如何にかかわりなく、適正に過給気、過圧
防止機能を発揮し、また空気注入時において過給
気状態を警笛によつて確認することができるの
で、水封管5から噴出余剰空気を確認する必要が
なく管理の面で極めて簡便である。
(Effects) As mentioned above, according to the device of the present invention, regardless of the water level of the river upstream of the weir body, the supercharging air and overpressure prevention functions can be properly performed, and the supercharging state can be used as a warning horn when inflating air. Therefore, there is no need to check the excess air blown out from the water seal tube 5, which is extremely simple in terms of management.

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

第1図は、本考案の過圧防止の原理説明図、第
2図は、本考案の実施例を示す該略図、第3図は
従来の袋堰の構造を示す図、第4図および第5図
は、本考案で採用する警笛の実施例あつて、その
縦断面図である。 1……堰体、3……送気管、4……送気装置、
5……水封管、6……水封槽、7……警笛、8…
…側枝管。
Fig. 1 is a diagram explaining the principle of overpressure prevention of the present invention, Fig. 2 is a schematic diagram showing an embodiment of the invention, Fig. 3 is a diagram showing the structure of a conventional bag weir, Figs. FIG. 5 is a longitudinal sectional view of an embodiment of the horn employed in the present invention. 1... Weir body, 3... Air supply pipe, 4... Air supply device,
5... Water seal tube, 6... Water seal tank, 7... Horn, 8...
...side branch duct.

Claims (1)

【実用新案登録請求の範囲】 一端が堰体内に通じ、他端が送気装置に接続さ
れた送気管と、 前記送気管から分岐して堰の上流河川またはこ
れに通ずる水中に開口する水封管と、 前記水封管の開口部を密閉状態で取り囲んで位
置する適当な高さを有する水封槽と、 前記水封槽の上部に設けた、狭窄された孔をも
つて前記水封槽内と大気とを連通してなる、前記
水封槽の内圧の上昇によつて鳴る警笛と、 前記水封槽の下部で前記水封管の開口部より低
い位置に一端を接続し、他端を適当な高さで上流
河川中に開口する側枝管と、 からなる袋状堰の過給気、過圧防止装置。
[Scope of Claim for Utility Model Registration] An air pipe with one end leading into the weir body and the other end connected to an air supply device, and a water seal branching from the air pipe and opening into a river upstream of the weir or into water leading to it. a water seal tube, a water seal tank having an appropriate height and positioned to seal the opening of the water seal tube; and a water seal tank having a narrowed hole provided in an upper part of the water seal tank. a horn that sounds when the internal pressure of the water seal tank increases, the horn communicating with the atmosphere; A side branch pipe that opens into the upstream river at an appropriate height, and a bag-like weir supercharge air and overpressure prevention device.
JP1984147793U 1984-09-29 1984-09-29 Expired JPH0242737Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1984147793U JPH0242737Y2 (en) 1984-09-29 1984-09-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1984147793U JPH0242737Y2 (en) 1984-09-29 1984-09-29

Publications (2)

Publication Number Publication Date
JPS6162928U JPS6162928U (en) 1986-04-28
JPH0242737Y2 true JPH0242737Y2 (en) 1990-11-14

Family

ID=30706020

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1984147793U Expired JPH0242737Y2 (en) 1984-09-29 1984-09-29

Country Status (1)

Country Link
JP (1) JPH0242737Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57190816A (en) * 1981-05-20 1982-11-24 Bridgestone Corp Device for preventing production of excessive pressure in flexible film dam

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57190816A (en) * 1981-05-20 1982-11-24 Bridgestone Corp Device for preventing production of excessive pressure in flexible film dam

Also Published As

Publication number Publication date
JPS6162928U (en) 1986-04-28

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