JPH0641799B2 - Water hammer prevention device - Google Patents

Water hammer prevention device

Info

Publication number
JPH0641799B2
JPH0641799B2 JP63277699A JP27769988A JPH0641799B2 JP H0641799 B2 JPH0641799 B2 JP H0641799B2 JP 63277699 A JP63277699 A JP 63277699A JP 27769988 A JP27769988 A JP 27769988A JP H0641799 B2 JPH0641799 B2 JP H0641799B2
Authority
JP
Japan
Prior art keywords
bag
pressure
water
water hammer
air chamber
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 - Lifetime
Application number
JP63277699A
Other languages
Japanese (ja)
Other versions
JPH02125196A (en
Inventor
浩一 田島
数明 剣持
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.)
TOKYO DANREIKI Manufacturing
Original Assignee
TOKYO DANREIKI Manufacturing
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 TOKYO DANREIKI Manufacturing filed Critical TOKYO DANREIKI Manufacturing
Priority to JP63277699A priority Critical patent/JPH0641799B2/en
Publication of JPH02125196A publication Critical patent/JPH02125196A/en
Publication of JPH0641799B2 publication Critical patent/JPH0641799B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野及び発明の概要] 本発明は、中空の本体内を区画する受圧膜(圧力吸収
部)の偏位変形により、配管内に生じた水撃作用による
急激な圧力変化を吸収する水撃防止装置に関するもの
で、本体の内容積に対する圧力吸収部の表面積を大きく
すると共に圧力吸収時の前記圧力吸収部の変形抵抗を小
さくすることによって、本体内容積が小さいものであっ
ても十分に水撃現象を防止できるようにしたものであ
る。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field and Outline of the Invention] The present invention is directed to a water hammer effect generated in a pipe due to an eccentric deformation of a pressure receiving membrane (pressure absorbing portion) that partitions a hollow body. The present invention relates to a water hammer prevention device that absorbs a sudden pressure change due to the internal volume of the main body by increasing the surface area of the pressure absorption section with respect to the internal volume of the main body and reducing the deformation resistance of the pressure absorption section at the time of pressure absorption. Even if the size is small, the water hammer phenomenon can be sufficiently prevented.

さらに詳しくは、受圧膜を袋状体にして水撃作用による
圧力上昇時に前記袋状体が細長く扁平化されるようにす
るものである。
More specifically, the pressure-receiving membrane is formed into a bag-shaped body so that the bag-shaped body is elongated and flattened when the pressure rises due to the water hammer action.

[従来技術とその問題点] 水回路の配管経路の端部に設けた水栓(V)を急激に閉弁
すると、前記水柱(V)近傍の上流側の圧力が異常に上昇
し、これが圧力波となって、配管経路を伝幡する。これ
が、所謂水撃現象であり、この圧力波の伝幡は配管の状
態によって一過性の場合もあるが、原理的には繰り返し
往復する。この水撃現象が生じると、圧力波が衝突した
配管部分に異音が発生したり、場合によっては、配管が
破壊されるという危険が生じる。
[Prior art and its problems] When the water faucet (V) provided at the end of the piping path of the water circuit is suddenly closed, the pressure on the upstream side near the water column (V) rises abnormally. It becomes a wave and propagates along the piping route. This is a so-called water hammer phenomenon, and the propagation of this pressure wave may be transient depending on the condition of the pipe, but in principle, it repeatedly reciprocates. When this water hammer phenomenon occurs, there is a risk that abnormal noise will be generated in the pipe portion where the pressure wave collides, and in some cases, the pipe will be broken.

上記問題を解決する為、従来は、第10図に示すような
水撃防止装置を、第3図に示すように、水栓(V)の上流
側の配管経路中に挿入している。
In order to solve the above problem, conventionally, a water hammer prevention device as shown in FIG. 10 is inserted in a pipe path upstream of the faucet (V) as shown in FIG.

この水撃防止装置は、同図に示すように、中空球状の本
体(1)内を受圧膜(4)によりその中央部で気室(A)と水室
(B)に区画し、前記気室(A)にはガス注入口から不活性ガ
ス体が注入されてこの気室(A)は一定の加圧状態になっ
ている。前記受圧膜(4)は、同図に示すように、全体と
しては水室(B)内面に沿うように略半球状に突出する形
状で、その中央部に凹部(46)を設けて断面W字状に形成
されている。
This water hammer prevention device, as shown in the figure, has a hollow spherical main body (1) inside the air chamber (A) and the water chamber at the central part by a pressure receiving membrane (4).
It is divided into (B), and an inert gas body is injected into the air chamber (A) from a gas inlet, and the air chamber (A) is in a constant pressurized state. As shown in the figure, the pressure-receiving film (4) has a shape that protrudes in a substantially hemispherical shape along the inner surface of the water chamber (B) as a whole, and has a recess (46) in the center thereof to form a cross section W. It is formed in a letter shape.

他方の水室(B)には接続口部(12)を設け、前記凹部(46)
と対向させて位置させている。又、前記ガス注入口から
気室(A)内に不活性ガスが一定の圧力で封入され、この
圧力により、受圧膜(4)は全体として接続口部(12)側に
突出した状態に維持されている。
The other water chamber (B) is provided with a connection port (12), and the recess (46)
It is located opposite to. In addition, an inert gas is filled into the air chamber (A) from the gas inlet at a constant pressure, and this pressure keeps the pressure receiving membrane (4) as a whole protruding toward the connection port (12) side. Has been done.

上記構成の水撃防止装置は、第3図に示すように、その
接続口部(12)が配管経路に接続された状態で使用され、
この状態では、配管経路の水圧によって水室(B)が加圧
状態になるが、気室(A)内の圧力によって受圧膜(4)は全
体として接続口部(12)側に突出した状態に維持されてい
る。
As shown in FIG. 3, the water hammer prevention device having the above structure is used with its connection port (12) connected to the pipe path,
In this state, the water chamber (B) is pressurized by the water pressure in the piping path, but the pressure receiving membrane (4) as a whole protrudes toward the connection port (12) side due to the pressure in the air chamber (A). Has been maintained.

この配管経路の水栓(V)を急激に閉弁すると、水撃現象
が生じ水栓(V)から上流側に向う高圧の圧力波が発生す
るが、前記圧力波は接続口部(12)から気室(A)内に伝幡
し、気室(A)内の圧力は急激に上昇する。このとき、上
記凹部(46)が前記圧力上昇に伴なって押し上げられ受圧
膜(4)は第11図の二点鎖線に示す如き形状に変形す
る。この変形によって水室(B)の体積は増大することと
なり、水室(B)の圧力上昇がこれによって吸収される。
即ち、前記受圧膜(4)の表面は圧力吸収部として機能す
る。従って、以後の圧力波の伝幡が防止されるのであ
る。
When the water faucet (V) of this piping path is suddenly closed, a water hammer phenomenon occurs and a high pressure pressure wave is generated from the water faucet (V) toward the upstream side, but the pressure wave is the connection port (12). Is transmitted to the air chamber (A), and the pressure in the air chamber (A) rises sharply. At this time, the concave portion (46) is pushed up as the pressure rises, and the pressure receiving membrane (4) is deformed into the shape shown by the chain double-dashed line in FIG. Due to this deformation, the volume of the water chamber (B) is increased, and the rise in pressure of the water chamber (B) is absorbed thereby.
That is, the surface of the pressure receiving film (4) functions as a pressure absorbing portion. Therefore, the subsequent transmission of the pressure wave is prevented.

ところが、上記構成のものでは、本体(1)が小さい場
合、十分に水撃現象を防止することができないと言う問
題がある。
However, the above structure has a problem that the water hammer phenomenon cannot be sufficiently prevented when the main body (1) is small.

これは、上記従来のものをそのまま小型化した場合に
は、圧力吸収部としての受圧膜(4)の表面積がその分小
さくなり、その結果、受圧膜(4)の変形による水室(B)の
体積変化量(圧力吸収量)を十分な値に設定できないか
らである。
This is because when the above-mentioned conventional one is miniaturized as it is, the surface area of the pressure receiving membrane (4) as a pressure absorbing portion becomes smaller accordingly, and as a result, the water chamber (B) due to the deformation of the pressure receiving membrane (4). This is because the volume change amount (pressure absorption amount) cannot be set to a sufficient value.

即ち、上記従来のものでは、中空球状の本体の下半分に
受圧膜(4)を配設した構成となっていて、この受圧膜(4)
によって包囲された部分の体積は気室(A)の約半分であ
る。そしてこの部分の体積変化(受圧膜(4)の気室(A)側
への変形)のみによって圧力波伝幡時の圧力を吸収しよ
うとするものであるから、中空球状の本体の全体を小型
化した場合に、前記体積変化域がその分小さくなって十
分に圧力を吸収できないこととなるのである。又、この
条件下で十分な体積変化量を確保しようとすると、受圧
膜(4)の中央部の変位量が異常に大きくなり、受圧膜(4)
の変形抵孔が大きくなるからである。
That is, in the above conventional one, the pressure receiving membrane (4) is arranged in the lower half of the hollow spherical body, and the pressure receiving membrane (4) is provided.
The volume of the part surrounded by is about half of the air chamber (A). Since the volume of this part is changed (deformation of the pressure receiving membrane (4) to the air chamber (A) side) to absorb the pressure during pressure wave propagation, the entire hollow spherical body can be made compact. In the case of conversion, the volume change region becomes smaller by that amount and the pressure cannot be sufficiently absorbed. Also, if an attempt is made to secure a sufficient volume change amount under this condition, the displacement amount of the central portion of the pressure receiving membrane (4) becomes abnormally large, and the pressure receiving membrane (4)
This is because the deformation pit of (1) becomes large.

[技術的課題] 本発明は、このような『中空の本体(1)内を、可撓性の
ある受圧膜(4)によって気室(A)と水室(B)とに区画し、
前記気室(A)を加圧状態として前記水室に具備させた接
続口部(12)を水回路に連通接続するようにした水撃防止
装置』において、本体(1)が小さくても水撃現象を十分
に防止できるようにする為に、気室(A)の内容積に対し
て受圧膜によって包囲される部分の体積割合を大きくす
ることにより、気室(A)の受圧面積を大きくし、受圧膜
(4)の円滑な変形による水室(B)の体積変化量を大きくな
らしめ、さらに、前記変形が円滑に行なわれるようにし
て性能能向上を図ることを課題とする。
[Technical Problem] The present invention divides such a “hollow body (1) into an air chamber (A) and a water chamber (B) by a flexible pressure receiving membrane (4),
In a water hammer prevention device in which the air chamber (A) is in a pressurized state and the connection opening (12) provided in the water chamber is connected to a water circuit for communication, even if the main body (1) is small In order to prevent the impact phenomenon sufficiently, the pressure receiving area of the air chamber (A) is increased by increasing the volume ratio of the part surrounded by the pressure receiving membrane to the inner volume of the air chamber (A). And pressure receiving membrane
An object of the present invention is to increase the amount of volume change of the water chamber (B) due to the smooth deformation of (4) and to improve the performance so that the deformation can be performed smoothly.

[技術的手段] 上記課題を解決するために講じた本発明の技術的手段
は、『本体(1)を、接続口部(12)を具備させた胴長の密
閉筒状体とし、受圧膜(4)を前記本体(1)より一回り小さ
く且気室(A)の全体又は大半を包囲する胴長の袋状に形
成して袋状体(F)とし、前記袋状体(F)を水室(B)によっ
て包囲し、袋状体(F)の胴部構成膜にこの袋状体の軸心
方向にほぼ平行な複数の補強部を前記胴部のほぼ全域に
わたって配設し、前記補強部が他の構成膜よりもたわみ
にくい構成とした』ことである。
[Technical Means] The technical means of the present invention taken to solve the above-mentioned problem is that "the main body (1) is a body-length closed cylindrical body provided with a connection port (12), (4) is formed into a bag-like body (F) which is one size smaller than the main body (1) and surrounds the whole or most of the air chamber (A) to form a bag-like body (F), and the bag-like body (F) Enclosed by the water chamber (B), a plurality of reinforcing portions that are substantially parallel to the axial direction of the bag-shaped body in the body-portion forming film of the bag-shaped body (F) are provided over almost the entire area of the body, The reinforcing portion is configured to be less likely to bend than other constituent films. ”

[作用] 上記技術的手段は次のように作用する。[Operation] The above technical means operates as follows.

袋状体(F)は全体として胴長の密閉筒状体に形成され、
さらに、本体(1)よりも一回り小さい大きさに形成され
ているから、気室(A)のうち、袋状体(F)によって囲まれ
た部分の体積割合は、既述従来例のものと比較して大き
いものとなる。そして、前記袋状体(F)の全体が水回路
と連通する水室(B)に包囲されている。
The bag-like body (F) is formed into a closed cylindrical body with a long body as a whole,
Furthermore, since it is formed in a size slightly smaller than the main body (1), the volume ratio of the portion surrounded by the bag-like body (F) in the air chamber (A) is the same as that of the conventional example described above. It will be larger than The entire bag-like body (F) is surrounded by the water chamber (B) communicating with the water circuit.

従って、本体(1)内に形成された気室(A)の構成壁のう
ち、その全体又は大半が水室(B)からの受圧部分とな
り、本体(1)の大きさに対する気室(A)の構成壁の受圧面
積は大きいものとなる。
Therefore, of the constituent walls of the air chamber (A) formed in the main body (1), the whole or most of the walls are pressure receiving parts from the water chamber (B), and the air chamber (A The pressure receiving area of the constituent wall is large.

この水撃防止装置を具備させた水回路に水撃現象が生じ
ると、その圧力波が接続口部(12)から袋状体(F)の包囲
部に伝幡され、水室(B)内の圧力は急激に上昇する。
When a water hammer phenomenon occurs in the water circuit equipped with this water hammer prevention device, the pressure wave is transmitted from the connection opening (12) to the surrounding portion of the bag-like body (F), and the water chamber (B) The pressure rises sharply.

これに伴なって、気室(A)の構成壁が全域にわたって加
圧される。この気室(A)の構成壁の全体又は大半が可撓
性のある受圧膜によって構成された袋状体(F)となって
いるから、気室(A)の構成壁の全体又は大半が圧力吸収
部となって袋状体(F)を構成する受圧膜が気室(A)側に撓
む様に変形する。
Along with this, the constituent wall of the air chamber (A) is pressurized over the entire area. Since all or most of the constituent walls of the air chamber (A) are a bag-like body (F) composed of a flexible pressure receiving membrane, all or most of the constituent walls of the air chamber (A) are The pressure receiving film, which serves as a pressure absorbing portion and constitutes the bag-like body (F), is deformed so as to bend toward the air chamber (A).

更に、袋状体(F)はその形状から、胴部の面積が両端部
分の面積よりも極端に大きい。従って、袋状体(F)の胴
部に作用する圧力の総和が、この袋状体(F)の端部に作
用する軸線方向の圧力の総和よりも大きい。
Further, due to the shape of the bag-like body (F), the area of the body is extremely larger than the areas of both ends. Therefore, the total sum of the pressures acting on the body of the bag-like body (F) is larger than the total sum of the axial pressures acting on the end of the bag-like body (F).

一方、袋状体(F)は胴長の形状に形成され、しかも、軸
心方向に平行な複数の補強部が形成されているから、軸
線方向に圧縮させる方向の変形抵抗にくらべて、前記軸
線に対して直角に扁平化させる方向に変形抵抗は小さ
い。この結果、水室(B)の圧力が急激に上昇した場合に
は袋状体(F)は扁平化される態様で変形することとな
る。即ち、既述従来のものと比較して、気室(A)が体積
変化し易いものとなる。
On the other hand, the bag-like body (F) is formed in the shape of a body length, and moreover, since a plurality of reinforcing portions parallel to the axial direction are formed, compared with the deformation resistance in the direction of compressing in the axial direction, The deformation resistance is small in the direction of flattening at right angles to the axis. As a result, when the pressure in the water chamber (B) rapidly rises, the bag-like body (F) is deformed in a flattened manner. That is, the volume of the air chamber (A) is likely to change as compared with the conventional one described above.

特に、上記補強部は他の構成膜よりもたわみにくくなっ
ているから、補強部相互間の構成膜が軸線に対して直角
方向に変形作動することとなり、水撃圧吸収動作時の袋
状体(F)の圧縮変形方向及び圧縮変形部が一定になる。
In particular, since the reinforcing portion is less likely to bend than the other constituent membranes, the constituent membranes between the reinforcing portions are deformed in the direction perpendicular to the axis, and the bag-shaped body at the time of water hammer pressure absorbing operation. The compression deformation direction and the compression deformation portion of (F) become constant.

[効果] 本発明は上記構成であるから次の特有の効果を有する。[Effects] The present invention having the above-described configuration has the following unique effects.

圧力波が水室(B)に伝播したときの圧力上昇に伴なう袋
状体(F)の構成壁全体の変形量は大きいものとなって、
圧力吸収量(気室(A)の体積変化量)は大きいものとな
るから、本体(1)が小さくても袋状体(F)によって包囲さ
れた部分の水撃現象を十分に防止できるものとなる。換
言すれば、本体(1)が小型化できる。
When the pressure wave propagates to the water chamber (B), the amount of deformation of the entire constituent wall of the bag-like body (F) accompanying the increase in pressure becomes large,
Since the pressure absorption amount (volume change of the air chamber (A)) is large, even if the main body (1) is small, it is possible to sufficiently prevent the water hammer phenomenon in the part surrounded by the bag-like body (F). Becomes In other words, the main body (1) can be downsized.

水撃圧吸収動作時の袋状体(F)の圧縮変形方向及び圧縮
変形部が一定になるから、袋状体(F)の圧縮変形動作が
円滑であり、水撃圧吸収動作が一層確実となる。
Since the compression deformation direction and the compression deformation part of the bag-like body (F) during the water hammer pressure absorption operation are constant, the compression deformation operation of the bag-like body (F) is smooth and the water hammer pressure absorption operation is more reliable. Becomes

[実施例] 以下、発明の実施例を第1図〜第10図に基づいて説明
する。
[Embodiment] An embodiment of the present invention will be described below with reference to FIGS. 1 to 10.

第1図,第2図に示す第1実施例の水撃防止装置は、第
1図に示すように、両端開放の筒状体(10)の一端開放部
に皿状の蓋(2)を取付けて中空の本体(1)を構成し、受圧
膜(4)を底の深い有底筒状に形成して袋状体(F)とし、こ
れを本体(1)の前記筒状体(10)に内装し、この袋状体(F)
のフランジ部を上記筒状体(10)と蓋(2)間に挟持固定さ
せ、この袋状体(F)によって本体(1)内を区画している。
そして、袋状体(F)と蓋(2)とによって囲まれる空室が気
室(A)となり、前記袋状体(F)と、筒状体(10)とによって
囲まれる空室が水室(B)となる。
As shown in FIG. 1, the water hammer prevention device of the first embodiment shown in FIGS. 1 and 2 has a dish-shaped lid (2) at one end open portion of a tubular body (10) whose both ends are open. Attached to form a hollow main body (1), the pressure receiving membrane (4) is formed into a deep bottomed cylindrical shape to form a bag-like body (F), which is the cylindrical body (10) of the main body (1). ), This bag (F)
The flange portion is clamped and fixed between the cylindrical body (10) and the lid (2), and the inside of the main body (1) is partitioned by this bag-shaped body (F).
Then, the void enclosed by the bag-like body (F) and the lid (2) becomes the air chamber (A), and the void enclosed by the bag-like body (F) and the tubular body (10) is water. It becomes a room (B).

上記筒状体(10)は、同図に示すように、上端開放部に環
状の嵌入溝(14)を具備させたフランジ(11)を設け、他方
の下端部を縮径してこれを接続口部(12)とし、この接続
口部(12)を配管に設けたソケット等の接続管に螺合する
ことによってこの水撃防止装置は水回路としての配管に
取付けられる。
As shown in the figure, the tubular body (10) is provided with a flange (11) having an annular fitting groove (14) at the upper open end, and the other lower end is reduced in diameter to be connected. The water hammer prevention device is attached to a pipe as a water circuit by forming a mouth (12) and screwing the connection mouth (12) into a connecting pipe such as a socket provided in the pipe.

蓋(2)は、同図に示すように、その開放部に上記したフ
ランジ(11)と同様のフランジ(21)を設けてあり、頂壁中
央部には気室(A)と連通するガス注入弁(22)を具備させ
てある。
As shown in the same figure, the lid (2) is provided with a flange (21) similar to the above-mentioned flange (11) in its open portion, and a gas communicating with the air chamber (A) is provided in the center of the top wall. An injection valve (22) is provided.

袋状体(F)は、第1図及び第2図に示すように、その胴
部がテーパ状となるとともにその先端部を断面円弧状に
形成したもので、その胴部上端の筒径は筒状体(10)の内
径よりも少し小さくしてあり、又、フランジ(40)から底
壁までの長さは筒状体(10)の接続口部(12)の上端からフ
ランジ(11)までの長さに略一致させてある。そして、開
放端には上記した蓋(2)等のフランジとほぼ同形のフラ
ンジ(40)を配設してあり、このフランジ(40)には上記し
た嵌入溝(14)と対応する凸条(42)が設けてある。この凸
条(42)を筒状体(10)のフランジに形成した上記嵌入溝(1
4)に嵌入することによって袋状体(F)は筒状体(10)内に
これと同心となるように固定されることとなり筒状体(1
0)と袋状体(F)と間隙は全周にわたって均一となる。
As shown in FIG. 1 and FIG. 2, the bag-like body (F) has a body having a tapered shape and a distal end formed in an arcuate cross-section. It is slightly smaller than the inner diameter of the tubular body (10), and the length from the flange (40) to the bottom wall is from the upper end of the connection opening (12) of the tubular body (10) to the flange (11). Up to the length. Then, a flange (40) having substantially the same shape as the flange of the lid (2) and the like is arranged at the open end, and the flange (40) has a ridge (40) corresponding to the fitting groove (14). 42) is provided. The convex groove (42) is formed on the flange of the tubular body (10), and the fitting groove (1
The bag-like body (F) is fixed in the tubular body (10) so as to be concentric with the tubular body (1) by being fitted into the tubular body (1).
The gap between 0) and the bag-like body (F) is uniform over the entire circumference.

又、この袋状体(F)の外周面には、同図に示すように、
胴部上端から先端部に亘って連続する複数の突条(41),
(41)が設けてあり、第2図の如く、突条(41),(41)相互
は袋状体(F)の先端において十字状となるように配設さ
れている。即ち、この突条(41),(41)が上記第2請求項
に記載の補強部となっているのである。
Further, on the outer peripheral surface of the bag-shaped body (F), as shown in the figure,
Plural ridges (41) continuous from the upper end of the body to the tip,
(41) is provided, and as shown in FIG. 2, the ridges (41), (41) are arranged so as to have a cross shape at the tip of the bag-like body (F). That is, the ridges (41), (41) are the reinforcing portions described in the second claim.

この水撃防止装置は、既述従来例と同様にして使用され
るが、この使用状態では、ガス注入弁(22)から気室(A)
内に、配管内の流水圧に対応させて不活性ガスを注入す
る。この状態では、前記注入圧力により、袋状体(F)
は、第1図に示す如く、その底壁部が全体として接続口
部(12)側に突出した筒状体に維持されている。
This water hammer prevention device is used in the same manner as the above-mentioned conventional example, but in this use state, the gas injection valve (22) is connected to the air chamber (A).
Inert gas is injected into the inside according to the flowing water pressure in the pipe. In this state, due to the injection pressure, the bag-like body (F)
As shown in FIG. 1, the bottom wall portion thereof is maintained as a whole as a tubular body protruding toward the connection port (12) side.

このものでは、水撃作用によって、圧力波が接続口部(1
2)から水室(B)内に伝幡すると、この水室(B)内の内圧が
急激に上昇するとともにその圧力波は袋状体(F)の底壁
に衝突してこの袋状体(F)の胴部を包囲する筒状体との
間隙部を上昇伝幡する。この伝幡経路は、その断面が徐
々に小さくなっているから、圧力波は、この伝幡過程で
もある程度減衰されることとなる。
In this case, the pressure wave is generated by the water hammer action (1
When the water is transferred from 2) into the water chamber (B), the internal pressure in the water chamber (B) rapidly rises and the pressure wave collides with the bottom wall of the bag (F), (F) Ascends and propagates in the gap with the tubular body that surrounds the body. Since the cross section of this propagation path is gradually reduced, the pressure wave will be attenuated to some extent during this propagation process.

又、全体的に見れば、水室(B)内の圧力が上昇すると、
既述した作用で袋状体(F)は扁平化されるように変形す
ることとなるが、袋状体(F)の胴部には、突条(41),(4
1)がその軸線に対して平行に当間隔に配設されているか
ら、この突条(41),(41)のある程度の剛性により、袋状
体(F)はその軸線方向のたわみが阻止された状態で変形
することとなる。すなわち、袋状体(F)の横断面の突条
(41),(41)相互間の薄肉部が内方に屈曲する態様で、大
略十字状となるように袋状体(F)が変形する。
Also, overall, when the pressure in the water chamber (B) rises,
The bag-like body (F) is deformed so as to be flattened by the above-mentioned action, but the ridges (41), (4
Since 1) is arranged parallel to the axis at the same interval, the bag-like body (F) is prevented from bending in the axial direction due to the rigidity of the ridges (41) and (41) to some extent. It will be deformed in the state where it was kept. That is, the ridge of the cross section of the bag-like body (F)
The bag-like body (F) is deformed so that the thin-walled portions between (41) and (41) are bent inward so as to form a substantially cross shape.

このように、この実施例のものでは、袋状体(F)の変形
の方向性が定まり、水室(B)の内圧上昇時の袋状体(F)の
変形が円滑なものとなり、水撃防止作用が安定する。
As described above, in this example, the direction of deformation of the bag-like body (F) is determined, and the bag-like body (F) is smoothly deformed when the internal pressure of the water chamber (B) rises. The shot-preventing action is stable.

ここで、流水圧:1kgf/cm2,流水量:201/min,配管
長さ10m,配管径15mmという条件下における上記実施例
の水撃防止装置の水撃の防止効果を、記述従来例の構成
ものと比較し、更に、水撃防止装置を使用しない場合と
比較した実験結果を示す(第4図〜第6図)。
Here, the water hammer prevention effect of the water hammer prevention device of the above-described embodiment under the conditions of flowing water pressure: 1 kgf / cm 2 , flowing water: 201 / min, pipe length 10 m, and pipe diameter 15 mm is described. The experimental results are shown in comparison with those of the constitution and further in comparison with the case of not using the water hammer prevention device (Figs. 4 to 6).

第4図に示すグラフは、上記した配管に水撃現象を発生
させた場合の前記配管内の圧力変化を示すグラフで、こ
れの第1圧力波は19.8kgf/cm2にも達し、減衰しながら
水撃現象は0.36秒間続いている。
The graph shown in FIG. 4 is a graph showing the pressure change in the pipe when a water hammer phenomenon is generated in the above pipe, and the first pressure wave of the pipe reaches 19.8 kgf / cm 2 and is attenuated. However, the water hammer phenomenon continues for 0.36 seconds.

又、第5図に示すグラフは、記述従来例の水撃防止装置
を配管に挿入した場合において前記配管内を伝幡する圧
力波を示すもので、これの第1圧力波は8.7kgf/cm2
達し、減衰しながら水撃現象は0.36秒間続いている。
The graph shown in FIG. 5 shows a pressure wave propagating in the pipe when the water hammer prevention device of the description conventional example is inserted into the pipe, and the first pressure wave of this is 8.7 kgf / cm. It has reached 2 , and the water hammer phenomenon continues for 0.36 seconds while decaying.

第6図に示すグラフは、本発明の実施例の水撃防止装置
を配管に挿入した場合において前記配管内を伝幡する圧
力波を示すもので、これの第1波は3.1kgf/cm2とな
り、その後の最大の圧力波でさえ5.8kgf/cm2となっ
た。
The graph shown in FIG. 6 shows a pressure wave propagating in the pipe when the water hammer prevention device of the embodiment of the present invention is inserted into the pipe, the first wave of which is 3.1 kgf / cm 2 And even the largest pressure wave after that was 5.8 kgf / cm 2 .

上記のことから、この実施例のものの水撃防止効果が、
既述従来例のものに比べて一段と優れていることが明ら
かとなる。
From the above, the water hammer prevention effect of this embodiment,
It is clear that it is far superior to the above-mentioned conventional example.

参考までに、従来の装置の球状の本体は、直径85mm,高
さ100mmであり、上記第1実施例の本体(1)は、直径32m
m,高さ85mmの円柱体であった。
For reference, the spherical body of the conventional device has a diameter of 85 mm and a height of 100 mm, and the body (1) of the first embodiment has a diameter of 32 m.
It was a cylinder with m and a height of 85 mm.

このことから、上記実施例のものでは、従来の水撃防止
装置にくらべて小型であっても、水撃防止の効果は著し
いものとなる。
From this, in the above-mentioned embodiment, the water hammer prevention effect is remarkable even if it is smaller than the conventional water hammer prevention device.

尚、上記実施例のものでは、袋状体(F)の底壁部におけ
る突条(41),(41)の十字部を結合したものとしたが、第
7図に示すように、前記十字部に切込み(49)を設けて各
突条(41)を二分しておけば、袋状体(F)の底部近傍の変
形抵抗は小さいものとなり、袋状体(F)が一層変形し易
いものとなる。さらに、第8図に示すように、突条(4
1),(41)相互間部を、予め平面となるようにしておく
か、又は内側に向って突出するようにすれば、袋状体
(F)はなお一層変形し易いものとなる。
In the above embodiment, the cross portions of the protrusions (41) and (41) in the bottom wall portion of the bag-like body (F) are combined, but as shown in FIG. If the notch (49) is provided in the part and each ridge (41) is divided into two, the deformation resistance near the bottom of the bag-like body (F) becomes small, and the bag-like body (F) is more easily deformed. Will be things. Further, as shown in FIG.
1), (41) The bag-shaped body can be formed by making the mutual area flat in advance or by projecting it inward.
(F) becomes even more easily deformable.

又、上記実施例では、袋状体(F)の変形の癖付けのため
に胴部に軸方向に平行な突条(41),(41)を設けるように
したが、突条(41),(41)が袋状体(F)の胴部に緩やかな
螺旋状に形成されるようにしてもよい。
Further, in the above-mentioned embodiment, the ridges (41), (41) parallel to the axial direction are provided on the body part in order to give the bag-like body (F) a tendency to deform, but the ridges (41) , (41) may be formed in a gentle spiral shape on the body of the bag-like body (F).

更に、袋状体(F)の軸線方向のたわみが阻止された状態
で変形せしめられるようにする為に突条(41),(41)を配
設するようにしたが、袋状体(F)の構成膜の肉厚を一定
とし、これの内部に薄板バネ等の補強部材をインサート
するようにしてもよい。又、気室(A)内には不活性ガス
体を充填する以外に加圧空気を充填するようにしてもよ
く、場合によっては、気室(A)内を大気圧状態に設定し
ておき、水回路に接続したときに加圧状態となるように
してもよい。
Further, the ridges (41) and (41) are arranged in order to allow the bag-shaped body (F) to be deformed in a state where the axial flexure is blocked. It is also possible to make the thickness of the constituent film of (4) constant and insert a reinforcing member such as a thin leaf spring into the inside thereof. Further, the air chamber (A) may be filled with pressurized air in addition to being filled with an inert gas body, and in some cases, the air chamber (A) is set to the atmospheric pressure state. The pressure may be applied when connected to the water circuit.

次に、第9図に示す第2実施例のものは、袋状体(F)を
ラグビーボール状の中空体とし、この長径側の一端に口
部(23)を開口させ、ガス注入弁(22)を本体(1)の頂壁を
貫通させて前記口部(23)に連通接続するようにしたもの
であり、この場合には、袋状体(F)によって包囲される
空室全体が気室(A)となり、上記第1実施例のものに比
べて気室(A)の体積を一定とした場合における受圧面積
が一層大きくなり、既述の作用から、水撃防止効果が一
層向上するものとなる。
Next, in the second embodiment shown in FIG. 9, the bag-like body (F) is made into a rugby ball-like hollow body, and the mouth portion (23) is opened at one end on the major axis side thereof, and the gas injection valve ( 22) penetrates the top wall of the main body (1) so as to communicate with the mouth portion (23) .In this case, the entire empty space surrounded by the bag-like body (F) is It becomes the air chamber (A), and the pressure receiving area is further increased when the volume of the air chamber (A) is constant as compared with that of the first embodiment, and the water hammer prevention effect is further improved from the above-mentioned action. It will be done.

尚、袋状体(F)内の気体が漏洩することがなく、袋状体
(F)の内圧を一定に設定するだけよい形式の水撃防止装
置の場合には、本体(1)から完全に分離した全周密閉の
袋状体(F)を本体(1)内に収容するだけでも、上記実施例
と同様の効果を有するものとなる。
In addition, the gas inside the bag-like body (F) does not leak,
In the case of a water hammer prevention device of the type that only needs to set the internal pressure of (F) to a constant value, a bag-like body (F) that is completely separated from the body (1) and is completely enclosed is enclosed in the body (1). Only by doing so, the same effect as the above embodiment can be obtained.

以上の実施例において袋状体(F)の構成膜に突条(41),
(41)を設けたもの及び前記構成膜に複数の補強部材(H)
をインサートしたもの等のように、袋状体(F)の構成膜
に複数の補強部を縦方向に形成して胴部のほぼ全域に亙
って前記補強部を配設したものではは、袋状体(F)の初
期変形の際の変形方向が、細長く扁平化される方向に定
まるために、袋状体(F)の扁平化が円滑に進行すること
となって一層水撃防止効果は向上するものとなる。
In the above embodiment, the ridges (41) are formed on the constituent film of the bag-like body (F),
(41) and a plurality of reinforcing members (H) on the constituent film
In the case where a plurality of reinforcing portions are formed in the longitudinal direction on the constituent film of the bag-like body (F) and the reinforcing portions are provided over substantially the entire region of the body, such as the one in which the Since the deformation direction of the bag-shaped body (F) during the initial deformation is determined to be a direction that is elongated and flattened, the flattening of the bag-shaped body (F) proceeds smoothly, and a further water hammer prevention effect Will improve.

[効果] 本発明は上記構成であるから次の特有の効果を有する。[Effects] The present invention having the above-described configuration has the following unique effects.

圧力波が水室(B)に伝幡したときの圧力上昇に伴なう袋
状体(F)の構成壁全体の変形量は大きいものとなって、
圧力吸収量(気室(A)の体積変化量)は大きいものとな
るから、本体(1)が小さくても袋状体(F)によって包囲さ
れた部分の水撃現象を十分に防止できるものとなる。換
言すれば、本体(1)が小型化できる。
When the pressure wave propagates to the water chamber (B), the amount of deformation of the entire wall of the bag-like body (F) accompanying the increase in pressure becomes large,
Since the pressure absorption amount (volume change of the air chamber (A)) is large, even if the main body (1) is small, it is possible to sufficiently prevent the water hammer phenomenon in the part surrounded by the bag-like body (F). Becomes In other words, the main body (1) can be downsized.

水撃圧吸収動作時の袋状体(F)の縮変形方向及び圧縮変
形部が一定になるから、袋状体(F)の圧縮変形動作が円
滑であり、水撃圧吸収動作が一層確実となる。
The compressive deformation direction and compression deformation part of the bag-like body (F) during the water hammer pressure absorbing operation are constant, so the compressive deformation operation of the bag-like body (F) is smooth and the water hammer pressure absorbing operation is more reliable. Becomes

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

第1図は本発明の実施例の水撃防止装置の説明図,第2
図は本発明の実施例の袋状体(F)の横断面図,第3図は
水撃防止装置の取付け位置を示す図,第4図〜第6図は
配管内の圧力変動図,第7図は他の実施例の袋状体(F)
の説明図,第8図及び第9図は他の実施例の水撃防止装
置の説明図,第10図は従来例の水撃防止装置の説明図
であり、図中、 (A)……気室 (B)……水室 (F)……袋状体 (1)……本体 (4)……受圧膜 (12)……接続口部 (S)……支持棒
FIG. 1 is an explanatory view of a water hammer prevention device according to an embodiment of the present invention, and FIG.
FIG. 4 is a cross-sectional view of the bag-like body (F) of the embodiment of the present invention, FIG. 3 is a view showing a mounting position of the water hammer prevention device, and FIGS. 4 to 6 are pressure fluctuation diagrams in the pipe. FIG. 7 shows a bag-like body (F) of another embodiment.
FIG. 8, FIG. 8 and FIG. 9 are explanatory views of a water hammer prevention device of another embodiment, and FIG. 10 is an explanatory view of a water hammer prevention device of a conventional example, in which (A) ... Air chamber (B) …… Water chamber (F) …… Bag (1) …… Main body (4) …… Pressure receiving membrane (12) …… Connection port (S) …… Support rod

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】中空の本体(1)内を、可撓性のある受圧膜
(4)によって気室(A)と水室(B)とに区画し、前記気室(A)
を加圧状態として前記水室に具備させた接続口部(12)を
水回路に連通接続するようにした水撃防止装置におい
て、本体(1)を、接続口部(12)を具備させた胴長の密閉
筒状体とし、受圧膜(4)を前記本体(1)より一回り小さく
且気室(A)の全体又は大半を包囲する胴長の袋状に形成
して袋状体(F)とし、前記袋状体(F)を水室(B)によって
包囲し、袋状体(F)の胴部構成膜にこの袋状体の軸心方
向にほぼ平行な複数の補強部を前記胴部のほぼ全域にわ
たって配設し、前記補強部が他の構成膜よりもたわみに
くい構成とした水撃防止装置。
1. A flexible pressure receiving membrane is provided inside a hollow main body (1).
(4) is divided into an air chamber (A) and a water chamber (B), the air chamber (A)
In a water hammer prevention device in which the connection port part (12) provided in the water chamber under pressure is connected to the water circuit for communication, the main body (1) is provided with the connection port part (12). The body is a closed cylindrical body, and the pressure-receiving membrane (4) is smaller than the main body (1) and is formed into a body-shaped bag-like shape that surrounds the whole or most of the air chamber (A). F), the bag-like body (F) is surrounded by the water chamber (B), and a plurality of reinforcing portions that are substantially parallel to the axial direction of the bag-like body are formed on the body forming film of the bag-like body (F). A water hammer prevention device having a structure in which the reinforcing portion is arranged to be less likely to bend than other constituent films, and is arranged over substantially the entire area of the body portion.
JP63277699A 1988-11-02 1988-11-02 Water hammer prevention device Expired - Lifetime JPH0641799B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63277699A JPH0641799B2 (en) 1988-11-02 1988-11-02 Water hammer prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63277699A JPH0641799B2 (en) 1988-11-02 1988-11-02 Water hammer prevention device

Publications (2)

Publication Number Publication Date
JPH02125196A JPH02125196A (en) 1990-05-14
JPH0641799B2 true JPH0641799B2 (en) 1994-06-01

Family

ID=17587078

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63277699A Expired - Lifetime JPH0641799B2 (en) 1988-11-02 1988-11-02 Water hammer prevention device

Country Status (1)

Country Link
JP (1) JPH0641799B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012092868A (en) * 2010-10-25 2012-05-17 Ben:Kk Water hammer preventing device
KR20160047034A (en) * 2014-10-21 2016-05-02 박영선 Water hammer absorber

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004022078A1 (en) * 2004-05-05 2005-11-24 Alstom Technology Ltd Fluid distribution device in particular to be used in gas turbine, comprising branches leading to container
JP6742162B2 (en) * 2016-02-16 2020-08-19 株式会社ブリヂストン Pressure relief device and drainage system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6073994U (en) * 1983-10-27 1985-05-24 日立金属株式会社 Gas filled pressure tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012092868A (en) * 2010-10-25 2012-05-17 Ben:Kk Water hammer preventing device
KR20160047034A (en) * 2014-10-21 2016-05-02 박영선 Water hammer absorber

Also Published As

Publication number Publication date
JPH02125196A (en) 1990-05-14

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