JPH0914562A - In-pipe mounting water hammer preventing device and mounting method therefor - Google Patents

In-pipe mounting water hammer preventing device and mounting method therefor

Info

Publication number
JPH0914562A
JPH0914562A JP7159492A JP15949295A JPH0914562A JP H0914562 A JPH0914562 A JP H0914562A JP 7159492 A JP7159492 A JP 7159492A JP 15949295 A JP15949295 A JP 15949295A JP H0914562 A JPH0914562 A JP H0914562A
Authority
JP
Japan
Prior art keywords
water hammer
pipe
water
orifice
watertight
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP7159492A
Other languages
Japanese (ja)
Inventor
Teruo Okano
照夫 岡野
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.)
NIPPON BEROO KK
Original Assignee
NIPPON BEROO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NIPPON BEROO KK filed Critical NIPPON BEROO KK
Priority to JP7159492A priority Critical patent/JPH0914562A/en
Publication of JPH0914562A publication Critical patent/JPH0914562A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/04Devices damping pulsations or vibrations in fluids

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Pipe Accessories (AREA)

Abstract

PURPOSE: To prevent a water hammer phenomenon and to eliminate necessity for mounting space, by receiving a water hammer absorbing member in a bottom part or an intermediate barrel part having an intermediate partitioning wall part, and fixing an object, sealed with an orifice plate, in the upstream of a faucet into a pipe through an elastic film. CONSTITUTION: A water-tight bottom part 12 is provided in one end of an intermediate barrel part 11, to fix an orifice plate 14 to the other end through a water-tight elastic film 13. The water-tight elastic film 13 is formed to be recessed in an orifice plate side, to form a cavity wall 13a effective for absorbing a shock wave between both the film and the orifice plate. In the orifice plate 14, a cylindrical orifice 15a of small diameter X opened to the water-tight elastic film 13 is inserted, and a cylindrical orifice 15b of large diameter Y opened to the opposite direction is inserted. Inside the intermediate barrel part is charged with a foaming bead-shaped water hammer absorbing member 16 to an extent of supporting the water-tight elastic film 13 from the internal surface.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、新規な水撃防止器及び
その装着方法に関し、さらに詳しくは、一定速度で流れ
ている流体を開閉弁などで急激に止めた場合に見られる
ウォ−タハンマ−現象(水撃作用)という異常音の発生
を効果的に防止することができ、しかも取付けスペ−ス
の増大を全く、又は殆ど必要としない配管内装着用の水
撃防止器及びこの水撃防止器の配管内装着方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a novel water hammer preventive device and a method of mounting the same, and more particularly, a water hammer which is observed when a fluid flowing at a constant speed is suddenly stopped by an on-off valve or the like. -A water hammer prevention device for piping inner wear, which can effectively prevent the occurrence of abnormal sound called a phenomenon (water hammer action), and which requires little or no increase in mounting space, and this water hammer prevention. The present invention relates to a method for mounting a container in a pipe.

【0002】[0002]

【従来の技術】従来、給水や給湯設備などで一定の速度
で流れている流体を開閉弁などで急激に止めた場合、ウ
ォ−タハンマ−現象(水撃作用)という異常音発生の現
象が知られている。一定速度で流れている流体を開閉弁
で瞬間的に停止させたとき、流体の流れは瞬時にしてゼ
ロとなり、流体の持っていた運動エネルギ−は流体の圧
力上昇と管の弾性エネルギ−に転換され、この速度ゼロ
と圧力上昇の状態は順次上流側へ進んで行き圧力波とな
って流路閉鎖点と反射点を往復し、次第に減衰する。こ
の水撃作用がウォ−タハンマ−現象である。このウォ−
タハンマ−現象は、流体の配管工法の改良に基づく流圧
の上昇、水栓の改良に基づくシングルレバーの普及、更
には配管材の合成樹脂化により多発しつつある。因み
に、シングルレバーは液体の流れを瞬間的に止めること
ができる水栓であり、ウォ−タハンマ−現象発生の大き
い原因となっている。又、合成樹脂製配管は、従来の鋼
管に比し柔軟であり、振動に抗する完全な固定は困難で
あり、固定点間の配管がその直角方向に振動し、この振
動音が本来のウォ−タハンマ−に基づく発生音に加わ
り、騒音の程度を大きくしているとも言える。更にこの
合成樹脂製配管を使用した水道の場合は、通常10〜1
3φと細く、このため流速が速く、ウォ−タハンマ−波
を吸収し切れないことにも原因があると言われている。
2. Description of the Related Art Conventionally, when a fluid flowing at a constant speed in a water supply facility or a hot water supply facility is suddenly stopped by an on-off valve, a phenomenon known as a water hammer phenomenon (water hammer effect) is known. Has been. When the fluid flowing at a constant speed is momentarily stopped by the on-off valve, the fluid flow instantly becomes zero, and the kinetic energy of the fluid is converted into the fluid pressure rise and the elastic energy of the pipe. Then, the state of zero velocity and the increase of pressure sequentially progresses to the upstream side to form a pressure wave, which reciprocates between the flow passage closing point and the reflection point and is gradually attenuated. This water hammer effect is a water hammer phenomenon. This Wo
The Tahammer phenomenon is frequently occurring due to an increase in fluid pressure based on the improvement of the fluid piping method, the spread of the single lever based on the improvement of the faucet, and the use of synthetic resin for the piping material. Incidentally, the single lever is a faucet capable of instantaneously stopping the flow of liquid, which is a major cause of the water hammer phenomenon. In addition, synthetic resin pipes are more flexible than conventional steel pipes, and it is difficult to completely fix them against vibrations. -It can be said that the degree of noise is increased in addition to the sound generated based on the Tahammer. Furthermore, in the case of water supply using this synthetic resin piping, it is usually 10 to 1
It is said that the cause is that the diameter is as small as 3φ, and therefore the flow velocity is high and the water hammer wave cannot be absorbed completely.

【0003】このようなウォ−タハンマ−現象は過大な
衝撃をもたらし、騒音及び配管器具からの漏水を発生さ
せる原因となっている。従ってこのウォ−タハンマ−現
象を防止するために、これまでは図8に示すように、水
撃防止器80を配管Pの水栓Vの上流側外方に装着する
ことが一般に行われている。ここで水撃防止器は、容器
内部に収容された水撃緩衝部材86(一部省略)で内面
から支持された状態にある水密性弾性膜83を介してオ
リフィス板84が固定された状態にあり、該オリフィス
板には水道配管P及び水密性弾性膜側に開口するオリフ
ィス85が設けられ、該配管の枝管Pcに螺設されてい
る。水撃緩衝部材としてはベロ−ズ,ダイアフラム,発
泡ビ−ズなどを用いたものが開発され、実用化されてい
る。水流は矢印Aの方向に流れているが、バルブVの急
閉鎖により、破線矢印B方向の衝撃波が発生し、いずれ
かの壁に衝突が反射し、破線矢印A方向に衝撃波が反射
し、以後これを繰り返し、次第に減衰して行く。しかし
ながら、従来の水撃防止器はいずれも、同図に示すよう
に配管途中に外方に枝別れ状に装着されるため、取付け
スペ−スを必要とし、場所によっては装着が困難である
という欠点を有している。又、衝撃波の進行方向に直角
の方向であり、衝撃波の一部しか吸収できない問題もあ
った。
Such a water hammer phenomenon causes an excessive impact, and causes noise and water leakage from piping equipment. Therefore, in order to prevent this water hammer phenomenon, it has been customary to mount a water hammer preventer 80 on the upstream side of the faucet V of the pipe P as shown in FIG. . Here, in the water hammer preventer, the orifice plate 84 is fixed via the watertight elastic film 83 that is supported from the inner surface by the water hammer buffer member 86 (partially omitted) housed inside the container. The orifice plate is provided with a water pipe P and an orifice 85 opening to the watertight elastic film side, and is screwed to a branch pipe Pc of the pipe. As a water hammer buffer member, one using a bellows, a diaphragm, a foam bead, etc. has been developed and put into practical use. The water flow is flowing in the direction of arrow A, but due to the sudden closing of the valve V, a shock wave in the direction of the broken arrow B is generated, the collision is reflected on one of the walls, and the shock wave is reflected in the direction of the broken arrow A. By repeating this, it gradually attenuates. However, all of the conventional water hammer preventive devices are installed in a branch shape outward in the middle of the pipe as shown in the figure, so that a mounting space is required, and it is difficult to install in some places. It has drawbacks. Further, there is a problem that it is a direction perpendicular to the traveling direction of the shock wave and only a part of the shock wave can be absorbed.

【0004】[0004]

【発明が解決しようとする課題】本発明は、このような
従来の水撃防止器が有する欠点を克服し、ウォ−タハン
マ−現象を効果的に防止することができ、かつ従来のよ
うな取付けスペ−スを必要とせず、配管内に装着しうる
水撃防止器、及びこのものを配管内に装着する方法を提
供することを目的とするものである。
SUMMARY OF THE INVENTION The present invention overcomes the drawbacks of the conventional water hammer preventer, effectively prevents the water hammer phenomenon, and has a conventional mounting structure. An object of the present invention is to provide a water hammer preventer which can be mounted in a pipe without using a space, and a method of mounting the water hammer preventer in the pipe.

【0005】[0005]

【課題を解決するための手段】本発明者は、前記目的を
達成するために鋭意研究を重ねた結果、底部又は中間間
仕切り壁部を有する中空胴部内に水撃緩衝部材を収容
し、弾性膜を介して、オリフィス板で密封したものを配
管内に、しかも水栓の上流側に固定することによりその
目的を達成し得ることを見出した。本発明はかかる知見
に基づいて完成したものである。
As a result of intensive studies to achieve the above object, the inventor of the present invention has accommodated a water hammer buffer member in a hollow body portion having a bottom portion or an intermediate partition wall portion, and has an elastic membrane. It has been found that the object can be achieved by fixing the one sealed with an orifice plate in the pipe through the above, and further by fixing it on the upstream side of the faucet. The present invention has been completed based on such findings.

【0006】即ち本発明の要旨は、 (第1)中空胴体部の一端には水密性底部、他端には水
密性弾性膜を介してオリフィス板が取りつけられてな
り、又は中空胴体部の中央部には水密性間仕切り壁部、
両端には水密性弾性膜を介してオリフィス板が取りつけ
られてなり、水密性弾性膜とオリフィス板との間には空
隙部が形成されてなり、オリフィス板のオリフィスは、
内面側に開口する小径円筒状オリフィスと外面側に開口
する大径円筒状オリフィスとからなり、中空胴体部内に
は水撃緩衝部材が水密性弾性膜内面から支持した状態で
収容されてなる配管内装着用水撃防止器。 (第2)大径円筒状オリフィスの開口端には、コーン状
拡径部を有する上記第1記載の配管内装着用水撃防止
器。 (第3)水撃緩衝部材が、発泡ビーズ、バルーン、ゴム
製粒状体、中空フィラー充填シリコーンゲル粒状体又は
中空フィラー充填発泡合成樹脂粒状体である上記第1記
載の配管内装着用水撃防止器。 (第4)水撃緩衝部材がダイヤフラム又はベローズであ
る上記第1記載の配管内装着用水撃防止器。 (第5)中空胴体部外周面には、配管内装着用突起を有
する上記第1ないし4記載の配管内装着用水撃防止器。 (第6)上記第1ないし4記載の配管内装着用水撃防止
器を、流体用配管の一部を拡径した場所に配設する配管
内装着用水撃防止器の装着方法。 (第7)拡径した場所に凹部を形成し、上記第5記載の
配管内装着用突起を嵌着させる上記第6記載の装着方
法。 (第8)中空胴体部の一端に水密性底部、他端には水密
性弾性膜を介してオリフィス板が取りつけられてなる上
記第1記載の配管内装着用水撃防止器のオリフィス板を
流体の下流側に向けて配設する上記第6又は7記載の装
着方法。 (第9)中空胴体部の一端に水密性底部、他端には水密
性弾性膜を介してオリフィス板が取りつけられてなる上
記第1記載の配管内装着用水撃防止器を2個、そのオリ
フィス板を互いに逆外方に向け、同軸的に配設する上記
第6又は7記載の装着方法。 (第10)中空胴体部の中央部には水密性間仕切り壁
部、両端には水密性弾性膜を介してオリフィス板が取り
つけられてなる上記第1記載の配管内装着用水撃防止器
を配設する上記第6又は7記載の装着方法。
That is, the gist of the present invention is as follows: (1) A hollow body has a watertight bottom attached to one end and an orifice plate attached to the other end through a watertight elastic film, or the center of the hollow body. The watertight partition wall part,
An orifice plate is attached to both ends via a watertight elastic film, and a gap is formed between the watertight elastic film and the orifice plate.
Inside a pipe consisting of a small-diameter cylindrical orifice that opens to the inner surface side and a large-diameter cylindrical orifice that opens to the outer surface side, and a water hammer buffer member is accommodated in the hollow body part while being supported from the inner surface of the watertight elastic membrane. Water hammer prevention device for mounting. (Second) The water hammer protector for piping interior according to the first aspect, wherein the large-diameter cylindrical orifice has a cone-shaped expanded portion at the open end. (3) The water hammer protection device according to claim 1, wherein the water hammer buffer member is foam beads, balloons, rubber granules, hollow filler-filled silicone gel granules or hollow filler-filled foam synthetic resin granules. . (4) The water hammer protection device for wearing piping interior according to the above 1, wherein the water hammer buffer member is a diaphragm or a bellows. (Fifth) The water hammer protector for wearing piping interior according to any one of the first to fourth aspects, which has a projection for wearing piping interior on the outer peripheral surface of the hollow body portion. (Sixth) A method for mounting a pipe inner water hammer protector, wherein the pipe inner water hammer protector according to any one of the first to fourth aspects is arranged at a location where a part of the fluid pipe is expanded. (Seventh) The mounting method according to the sixth aspect, wherein a concave portion is formed at a location where the diameter is increased, and the pipe interior wearing protrusion according to the fifth aspect is fitted. (Eighth) The orifice plate of the water hammer protector for pipe interior according to the first aspect, wherein the orifice plate is attached to one end of the hollow body and the other end through a water-tight elastic film to prevent fluid The mounting method according to the sixth or seventh aspect, wherein the mounting method is arranged toward the downstream side. (Ninth) Two water hammer protectors attached to the interior of the pipe according to the first aspect, in which a watertight bottom portion is attached to one end of the hollow body portion and an orifice plate is attached to the other end through a watertight elastic film, and the orifices thereof. 8. The mounting method according to the sixth or seventh aspect, wherein the plates are coaxially arranged with the plates facing outward. (Tenth) A watertight partition wall portion is provided at the center of the hollow body portion, and orifice plates are attached to both ends of the hollow body portion through watertight elastic membranes. The mounting method according to the sixth or seventh aspect, wherein.

【0007】以下本発明の内容を、主として図面を用い
て説明する。本発明に係る配管内装着用水撃防止器は、
水道管等高圧下にある円管内に装着しようとするもので
あるから、その水撃防止器は断面円形の胴体部を有する
中空体が好適に使用される。その一端の底部又は中間部
の間仕切り壁部は水密性であり、他端には水密性弾性膜
が使用され、内部の水撃緩衝部材は水密状態に保持され
るが、これは発泡ビーズ等を使用した場合はそれ自体の
吸収によりその緩衝機能を失い易いためであり、水密性
弾性膜を介して上記緩衝機能を保持しようとするもので
ある。また、ベローズ等を使用する場合は、直接水に接
触していては、水圧変動に対する緩衝機能を発揮できな
いためである。水密性弾性膜は水圧により中空胴体部内
に異常変形しないように、また衝撃波が水撃緩衝部材に
よく伝達されるように、その内面から該水撃緩衝部材に
より支持された状態がとられる。発泡ビーズ等を水撃緩
衝部材として使用する場合は、中空胴体部内に水密性弾
性膜に到るまで充填された構成をとる。この水撃緩衝部
材は水密性底部又は間仕切り壁部で位置固定されつつ、
水密性弾性膜を介して衝撃波を吸収する構成をとる。更
に衝撃波は、水密性弾性膜の外方に配置したオリフィス
を通して受けることにより効果的に吸収されるが、オリ
フィスの径は2段階に構成することにより優れた効果が
得られる。
The contents of the present invention will be described below mainly with reference to the drawings. The water hammer protector for piping interior according to the present invention,
Since it is intended to be installed in a circular pipe under high pressure such as a water pipe, a hollow body having a body portion having a circular cross section is preferably used as the water hammer preventer. The partition wall part at the bottom or the middle part at one end is watertight, and the watertight elastic membrane is used at the other end, and the water hammer buffer member inside is kept watertight. This is because when it is used, its buffer function is likely to be lost due to its absorption, and the above-mentioned buffer function is to be maintained through the watertight elastic membrane. Also, when using a bellows or the like, if it is in direct contact with water, the buffering function against water pressure fluctuation cannot be exhibited. The watertight elastic film is supported from its inner surface by the water hammer cushioning member so that the watertight elastic membrane does not abnormally deform in the hollow body portion and the shock wave is well transmitted to the water hammer cushioning member. When using foam beads or the like as a water hammer cushioning member, the hollow body is filled up to the watertight elastic film. While this water hammer buffer member is fixed in position by the watertight bottom part or partition wall part,
It is configured to absorb a shock wave through a watertight elastic film. Further, the shock wave is effectively absorbed by being received through an orifice arranged outside the watertight elastic film, but an excellent effect can be obtained by configuring the orifice diameter in two stages.

【0008】中空胴体部内の水撃緩衝部材の種類につい
ては特に限定されないが、合成樹脂発泡成形体、合成樹
脂発泡ビーズ、具体的にはポリエチレン、ポリプロピレ
ン、ポリスチレン系発泡ビーズ等、有機系又は無機系中
空フィラー又はそれらを充填した合成樹脂発泡成形体、
具体的には上記合成樹脂発泡ビーズ、シラスバルーン、
ガラス製発泡ビーズ等のビーズをポリウレタン発泡体と
かシリコーンゲル中に充填した成形体が好適に使用さ
れ、更にベローズ等の機械的弾性構造体も効果的であ
る。
The kind of the water hammer cushioning member in the hollow body is not particularly limited, but synthetic resin foam moldings, synthetic resin foam beads, specifically, polyethylene, polypropylene, polystyrene foam beads, etc., organic or inorganic type. Hollow fillers or synthetic resin foam moldings filled with them,
Specifically, the synthetic resin foam beads, shirasu balloon,
A molded product obtained by filling beads such as glass foam beads into a polyurethane foam or a silicone gel is preferably used, and a mechanical elastic structure such as a bellows is also effective.

【0009】図1は本発明に係る配管内装着用水撃防止
器の一例を示すものであるが、水撃防止器10の構造を
理解し易いように構成材料別に分解して示してある。中
空胴体部11の一端には水密性底部12を有し、他端に
は水密性弾性膜13を介してオリフィス板14が固定さ
れているが、該水密性弾性膜は、該オリフィス板側に凹
に形成されてなっており、衝撃波吸収に効果的な空壁1
3aが両者間に形成されている。オリフィス板には、水
密性弾性膜に開口する小径X(通常、Xは2〜5mm径
であるが、3〜4mm径が好ましい)の円筒状オリフィ
ス15aと、反対方向に開口する大径Y(通常、Yは7
〜10mm径であるが、6〜9mm径が好ましい)の円
筒状オリフィス15bが通孔されている。前記中空胴体
部内には、発泡ビーズ状水撃緩衝部材16が水密性弾性
膜を内面から支持する程度に充填され(一部は省略され
ている図示されている)ている。
FIG. 1 shows an example of a water hammer preventer for wearing piping interior according to the present invention, but the structure of the water hammer preventer 10 is disassembled for each constituent material for easy understanding. The hollow body portion 11 has a watertight bottom portion 12 at one end, and an orifice plate 14 is fixed to the other end through a watertight elastic film 13. The watertight elastic film is provided on the orifice plate side. A hollow wall 1 that is concave and effective for absorbing shock waves
3a is formed between the two. The orifice plate has a cylindrical orifice 15a having a small diameter X (usually X is a diameter of 2 to 5 mm, preferably 3 to 4 mm) opening in the watertight elastic film, and a large diameter Y (opening in the opposite direction) ( Usually Y is 7
A cylindrical orifice 15b having a diameter of -10 mm, but a diameter of 6-9 mm is preferable. A foam bead-shaped water hammer cushioning member 16 is filled in the hollow body portion to such an extent as to support the watertight elastic film from the inner surface (a part thereof is omitted in the drawing).

【0010】図2は本発明に係る配管内装着用水撃防止
器の他の例を示すものであるが、水撃防止器20は、図
1同様に分解表示されている。中空胴体部21の一端に
は水密性底部22を有し、他端には水密性弾性膜23を
介してオリフィス板24が固定されてなり、該水密性弾
性膜は、該オリフィス板側に凹に形成されて両者間に空
壁23aが形成されている。オリフィス板には、図1同
様の小径Xの円筒状オリフィス25aと、反対方向に開
口する大径Yの円筒状オリフィス25bが通孔されてい
るが、該大径Yの円筒状オリフィスの開口部側は、コー
ン状拡径部を形成し、開口端はより大径Z(特に限定さ
れないが、衝撃波を拾い易くするためであるので、大き
いほどよい)となっている。前記中空胴体部内には、発
泡ビーズ状水撃緩衝部材26が図1同様に充填されてい
る。
FIG. 2 shows another example of the water hammer protector for piping interior according to the present invention. The water hammer preventer 20 is disassembled and displayed as in FIG. The hollow body portion 21 has a watertight bottom portion 22 at one end, and an orifice plate 24 is fixed to the other end via a watertight elastic film 23. The watertight elastic film is concave toward the orifice plate side. And an empty wall 23a is formed between them. A small-diameter X cylindrical orifice 25a similar to that shown in FIG. 1 and a large-diameter Y cylindrical orifice 25b opening in the opposite direction are formed through the orifice plate. On the side, a cone-shaped expanded portion is formed, and the opening end has a larger diameter Z (though not particularly limited, it is better to pick up shock waves, so the larger the better). A foam bead-shaped water hammer buffer member 26 is filled in the hollow body portion as in FIG.

【0011】図3は本発明に係る配管内装着用水撃防止
器の更に他の例を示すものであるが、水撃防止器30
は、図1同様に分解表示されている。中空胴体部31の
中央部には水密性間仕切り壁部32を有し、両端には水
密性弾性膜33を介してオリフィス板34が固定されて
なり、該水密性弾性膜は、該オリフィス板側に凹に形成
されて両者間に空壁33aが形成されている。該間仕切
り壁部は、両端の弾性膜のような弾性を有するものでも
よいが、水撃防止器両端からの衝撃波を個別に吸収処理
するためには、図1の底部同様剛体である方が好まし
い。中空胴体部内の2つの室にはそれぞれ、発泡ビーズ
状水撃緩衝部材36が図1同様に充填されている。
FIG. 3 shows still another example of the water hammer preventer for wearing piping interior according to the present invention.
Is disassembled and displayed as in FIG. The hollow body portion 31 has a watertight partition wall portion 32 in the center thereof, and orifice plates 34 are fixed to both ends of the hollow body portion 31 with watertight elastic films 33 interposed therebetween. And a hollow wall 33a is formed between them. The partition wall portion may have elasticity like elastic films at both ends, but in order to individually absorb the shock waves from both ends of the water hammer preventer, it is preferable that the partition wall portion is a rigid body like the bottom portion of FIG. . Each of the two chambers in the hollow body is filled with the foamed bead-shaped water hammer cushioning member 36 as in FIG.

【0012】図4は本発明に係る図1に例示の配管内装
着用水撃防止器40を水道管P内に固着した状態を示す
ものであり、中空胴体部41の一端には水密性底部42
を有し、他端には水密性弾性膜43を介してオリフィス
板44を固定しているが、オリフィス板には小径のオリ
フィス45aと大径のオリフィス45bとが形成されて
いる。中空胴体部内には発泡ビーズ状水撃緩衝部材46
が図1同様に充填されており、中空胴体部外周面の配管
内装着用突起47は、水道管P内面に設けられた凹部P
aに嵌着されて固定されている。水道管内の水流は、実
線矢印Aの方向に流れている場合、配管内装着用水撃防
止器は水栓Vの上流側に設置され、該水栓の急閉鎖によ
り発生する衝撃波は、先ず破線矢印B方向に伝播し、一
部は該水撃防止器に吸収されるが、吸収されなかった衝
撃波はそのまま進行し、障害壁があれば反射して破線矢
印Aの方向に伝播し、以後これを繰り返しつつ減衰して
行く。破線矢印B方向に伝播する衝撃波は、上記のごと
く配管内装着用水撃防止器のオリフィス45b、45a
を通過して次第に圧縮され、空壁43aで急激に膨張し
てそのエネルギーは弱くなった状態で弾性膜43に衝突
し、内部の発泡ビーズ状水撃緩衝部材46に吸収される
ものと考えられる。なお、水道管内にこのような水撃防
止器を設置すれば、水流の抵抗を大きくするため、該水
撃防止器は可及的に小径のものが好ましい。
FIG. 4 shows a state in which a water hammer protector 40 for wearing a pipe interior illustrated in FIG. 1 according to the present invention is fixed in a water pipe P. A watertight bottom portion 42 is provided at one end of a hollow body portion 41.
The orifice plate 44 is fixed to the other end through a watertight elastic film 43. The orifice plate has a small diameter orifice 45a and a large diameter orifice 45b. A foam bead-shaped water hammer buffer member 46 is provided in the hollow body portion.
1 is filled as in FIG. 1, and the pipe interior wearing projection 47 on the outer peripheral surface of the hollow body is provided with a recess P provided on the inner surface of the water pipe P.
It is fitted and fixed to a. When the water flow in the water pipe is flowing in the direction of the solid arrow A, the water hammer protector for the interior of the pipe is installed upstream of the faucet V, and the shock wave generated by the sudden closure of the faucet is the dashed arrow. Although it propagates in the direction B and is partially absorbed by the water hammer preventer, the shock wave that is not absorbed proceeds as it is, and if there is an obstacle wall, it is reflected and propagates in the direction of the broken arrow A. Decays while repeating. As described above, the shock wave propagating in the direction of the broken arrow B is the orifice 45b, 45a of the water hammer protector for the interior of the pipe.
It is considered that the foamed bead-shaped water hammer buffer member 46 is absorbed by the foamed bead-shaped water hammer buffer member 46 in which it is gradually compressed and rapidly expanded by the empty wall 43a, and its energy is weakened and collides with the elastic film 43. . If such a water hammer preventer is installed in the water pipe, the water hammer resistance is increased, so that the water hammer preventer preferably has a diameter as small as possible.

【0013】図5は本発明に係る図2に例示の配管内装
着用水撃防止器50を水道管P内に固着した状態を示す
ものであり、中空胴体部51の一端には水密性底部52
を有し、他端には水密性弾性膜53を介してオリフィス
板54を固定しているが、オリフィス板には小径のオリ
フィス55aと大径のオリフィス55bとが形成され、
且つ該大径のオリフィスの開口部は更にコーン状拡径部
55cを形成している。中空胴体部内には発泡ビーズ状
水撃緩衝部材56が図2同様に充填されており、中空胴
体部外周面の配管内装着用突起57は、水道管P内面に
設けられた凹部Paに嵌着されて固定されている。水道
管内の水流は、実線矢印Aの方向に流れている場合、配
管内装着用水撃防止器は水栓Vの上流側に設置され、該
水栓の急閉鎖により発生する衝撃波は、先ず破線矢印B
方向に伝播するが、障害壁があれば反射して破線矢印A
の方向に伝播し、以後これを繰り返しつつ減衰して行く
ことは前述の場合と同様である。破線矢印B方向に伝播
する衝撃波の一部は、配管内装着用水撃防止器のオリフ
ィス45b、45aに入り、そこを通過して次第に圧縮
されるが、オリフィス入口ではコーン状拡径部を有する
ため衝撃波を拾い易い状態にある。衝撃波は53aで急
激に膨張してそのエネルギーは弱くなった状態で弾性膜
53に衝突し、内部の発泡ビーズ状水撃緩衝部材56に
吸収される。なお、水道管内にこのような水撃防止器を
設置すれば、水流の抵抗を大きくするため、前記同様可
及的に小径のものが好ましい。
FIG. 5 shows a state in which the water hammer protector 50 for wearing a pipe interior illustrated in FIG. 2 according to the present invention is fixed in a water pipe P, and a watertight bottom portion 52 is provided at one end of a hollow body portion 51.
The orifice plate 54 is fixed to the other end through the watertight elastic film 53. The orifice plate has a small diameter orifice 55a and a large diameter orifice 55b.
In addition, the opening of the large-diameter orifice further forms a cone-shaped expanded portion 55c. A foam bead-shaped water hammer buffer member 56 is filled in the hollow body portion as in FIG. 2, and a pipe interior wearing projection 57 on the outer peripheral surface of the hollow body portion is fitted into a recess Pa provided on the inner surface of the water pipe P. It is fixed. When the water flow in the water pipe is flowing in the direction of the solid arrow A, the water hammer protector for the interior of the pipe is installed upstream of the faucet V, and the shock wave generated by the sudden closure of the faucet is the dashed arrow. B
Propagate in the direction, but if there is an obstacle wall, it will be reflected and dashed arrow A
Is propagated in the direction of and then attenuated while repeating this, as in the case described above. A part of the shock wave propagating in the direction of the broken arrow B enters the orifices 45b, 45a of the water hammer protector for piping interior and passes through there, and is gradually compressed. However, since there is a cone-shaped expanded portion at the orifice inlet. It is in a state where it is easy to pick up shock waves. The shock wave collides with the elastic film 53 in a state where the shock wave rapidly expands and weakens its energy, and is absorbed by the foamed bead-shaped water hammer buffer member 56 inside. If such a water hammer preventer is installed in the water pipe, the resistance of the water flow is increased, so that the diameter is preferably as small as possible.

【0014】図6は本発明に係る図3に例示の配管内装
着用水撃防止器60を水道管P内に装着した状態を示す
ものであり、水撃防止器は図3同様に中空胴体部61の
中央部に水密性間仕切り壁部62、両端に水密性弾性膜
63を介してオリフィス板64が固定されている。中空
胴体部内には発泡ビーズ状水撃緩衝部材66が図1同様
に充填されており、中空胴体部外周面の配管内装着用突
起67は、水道管P内面に設けられた凹部Paに嵌着さ
れて固定されている。水道管内の水流は、実線矢印Aの
方向に流れている場合、配管内装着用水撃防止器は水栓
Vの上流側に設置され、該水栓の急閉鎖により発生する
衝撃波は、先ず破線矢印B方向に伝播し、障害壁があれ
ば反射して破線矢印Aの方向に伝播し、以後これを繰り
返しつつ減衰して行く。この場合、破線矢印B方向に伝
播する衝撃波の一部は、水栓側オリフィス板64のオリ
フィスを通過し、空隙63aで拡張された後、水撃緩衝
部材に吸収されて行くが、残部の衝撃波は破線矢印Aの
方向に伝播し、反射して破線矢印A方向に伝播してきた
部分は、他側(水道の上流側)のオリフィス板64のオ
リフィスを通過し、同様に空隙63aに入り、水撃緩衝
部材に吸収されて行く。衝撃波の吸収はその1回の往復
では全て吸収されることは難しく、急激にそのエネルギ
ーは減少するものの、通常、複数回の往復は避けられな
い。
FIG. 6 shows a state in which the water hammer protector 60 for wearing piping interior shown in FIG. 3 according to the present invention is mounted in the water pipe P, and the water hammer preventer is the same as in FIG. A watertight partition wall portion 62 is fixed to the central portion of 61, and an orifice plate 64 is fixed to both ends thereof via watertight elastic films 63. A foam bead-shaped water hammer buffer member 66 is filled in the hollow body portion as in FIG. 1, and a pipe interior wearing projection 67 on the outer peripheral surface of the hollow body portion is fitted into a recess Pa provided on the inner surface of the water pipe P. It is fixed. When the water flow in the water pipe is flowing in the direction of the solid arrow A, the water hammer protector for the interior of the pipe is installed upstream of the faucet V, and the shock wave generated by the sudden closure of the faucet is the dashed arrow. It propagates in the direction B, reflects if there is an obstacle wall, propagates in the direction of the dashed arrow A, and repeats this process thereafter to attenuate. In this case, a part of the shock wave propagating in the direction of the broken arrow B passes through the orifice of the faucet side orifice plate 64, is expanded by the gap 63a, and is absorbed by the water hammer buffer member, but the remaining shock wave. Is propagated in the direction of the broken line arrow A, and the part that is reflected and propagated in the direction of the broken line arrow A passes through the orifice of the orifice plate 64 on the other side (upstream side of the water supply), enters the gap 63a, and It is absorbed by the shock absorbing member. Absorption of shock waves is difficult to be completely absorbed in one round trip, and the energy thereof is rapidly reduced, but usually multiple round trips are inevitable.

【0015】図7は本発明に係る図5に例示の装着方法
において、水道管Pの一部に拡径部Pbを作り、その内
面に凹部Paを設けて水撃防止器70の中空胴体部71
の外周面に設けた突起77を嵌着せしめて固定した場合
を示す。この拡径部の内径及び長さは、水道管内の流水
部の断面積当たりの流量に可及的に変化のないようにす
るに充分なものであることが好ましい。従って、水撃防
止器の外径が大であるほど、上記拡径部の径は大とする
ことが好ましい。この部分の径を大にしても、従来法の
ごとく外方に枝状に水撃防止器をとりつける場合に比較
すれば、必要な空間は少なくてすみ、またこの部分のみ
を配管の取替可能部材とすることも可能であり、従来法
に比し効果的な方法と言える。なお、図7において水撃
防止器70は中空胴体部71の一端に水密性底部72を
有し、他端には水密性弾性膜73を介してオリフィス板
74が固定されているが、該オリフィス板には小径のオ
リフィス75a、大径のオリフィス75b及びコーン状
拡径部75cが設けられている。中空胴体部内には水撃
衝撃部材76が前記水密性弾性膜の内面から支持できる
程度に充填されている。中空胴体部外周面には突起77
があるが、図5の場合に比し、水道管の拡径度合いに合
わせた長さとなっており、従って図5の突起57よりは
長く形成されている。水道水の流れ方向、即ち実線矢印
A、衝撃波の伝播方向、即ち破線矢印A及びBについて
は図5で説明した通りである。
FIG. 7 shows the hollow body portion of the water hammer preventer 70 in the mounting method illustrated in FIG. 5 according to the present invention, in which a diameter expansion portion Pb is formed in a part of the water pipe P and a concave portion Pa is provided on the inner surface thereof. 71
The case where the projection 77 provided on the outer peripheral surface of is fixed by being fitted. It is preferable that the inner diameter and the length of the expanded diameter portion are sufficient so that the flow rate per cross-sectional area of the flowing water portion in the water pipe does not change as much as possible. Therefore, it is preferable that the larger the outer diameter of the water hammer preventer, the larger the diameter of the enlarged diameter portion. Even if the diameter of this part is increased, the space required is small compared to the case where the water hammer preventer is attached to the outside like the conventional method, and the piping can be replaced only in this part. It can be used as a member and can be said to be an effective method as compared with the conventional method. In FIG. 7, the water hammer preventer 70 has a watertight bottom 72 at one end of a hollow body 71 and an orifice plate 74 fixed at the other end through a watertight elastic film 73. The plate is provided with a small-diameter orifice 75a, a large-diameter orifice 75b, and a cone-shaped expanded portion 75c. A water hammer impact member 76 is filled in the hollow body portion to such an extent that it can be supported from the inner surface of the watertight elastic film. Protrusion 77 on the outer surface of the hollow body
However, compared to the case of FIG. 5, the length is adapted to the degree of diameter expansion of the water pipe, and thus is longer than the protrusion 57 of FIG. The flow direction of tap water, that is, the solid arrow A, the propagation direction of shock waves, that is, the broken arrows A and B are as described in FIG.

【0016】なお、図示していないが、図4、5又は7
において、図示した水撃防止器と同じものを2個、それ
ぞれの底部側を対面させたて(即ち、各オリフィス板が
反対側に向くように配置させて)設置することにより、
図6に示した装着状態とほぼ同じ効果が得られ、1種類
の水撃防止器で種々の態様の使用ができるので便利であ
る。また上記水撃防止器の設置位置は、水道管における
水栓の上流側にあれば充分であるが、通常は3〜10m
程度の範囲内、好ましくは6〜8mの範囲に設置され
る。又、本発明に係る水撃防止器を設置する場合におい
て、水栓の上流側に水道管の曲折部が必要な場合は、衝
撃波は該曲折で反射し易く、又その部分の破損にも繋が
ることもあるから、水撃防止器は該曲折部と水栓との間
に設置することが好ましい。図8は従来の方法による水
撃防止器の設置状態を示すものであることは既に述べ
た。
Although not shown in FIG. 4, FIG.
In the above, by installing the same two water hammer preventers as shown in the drawing, by arranging the bottom side of each of them in a facing manner (that is, arranging so that each orifice plate faces the opposite side),
It is convenient because the same effect as in the mounted state shown in FIG. 6 can be obtained, and various kinds of modes can be used with one type of water hammer preventer. It is sufficient that the water hammer protector is installed at the upstream side of the faucet in the water pipe, but usually 3 to 10 m.
It is installed within a range of about 6 to 8 m. Further, in the case of installing the water hammer preventer according to the present invention, when a bent portion of the water pipe is required on the upstream side of the faucet, the shock wave is easily reflected by the bent portion, and also leads to damage of the portion. In some cases, it is preferable to install the water hammer preventer between the bent portion and the faucet. It has already been described that FIG. 8 shows the installation state of the water hammer preventer according to the conventional method.

【0017】[0017]

【実施例】図7に示した装着方法と同様にして、図2に
示した水撃防止器90を水道管Pの拡径部Pbに装着し
た。水撃防止器の中空胴体部の外径は30mm、内径は
28mm、小径オリフィスは3mm径、大径オリフィス
は9mm径、拡径部の開口部は13mm径とし、水撃緩
衝材には約2mm径の発泡ポリスチレンビーズを使用し
た。内径13mmの水道管にはワンレバー式水栓Rをと
りつけ、その上流側7mの位置に内径33mmの拡径部
を作り、その内部に水撃防止器をそのオリフィス側を水
栓側に向けて装着した。水撃防止機能は、上記水撃防止
器を装着した水道管の一部Pdを、図9に示した試験器
のワンレバー式水栓と圧力測定器Sの間に、該圧力測定
器に近付けて連結し、水圧可変装置Tで種々の水圧を設
定し、水栓急閉止の場合の最高水圧と衝撃音との関係を
調べた。並行して、配管内装着用水撃防止器を使用しな
い場合についても調べた。これらの結果は、図10に示
した(X軸:供給水圧、Y軸:水撃時最高水圧)が、水
撃防止器を使用した場合は圧力変化は少なく、最高水圧
もさほど高くなかった。また、衝撃音は全く発生しなか
ったが、水撃防止器を使用しなかった場合は圧力変化は
大で、最高水圧は非常に高くなり、衝撃音は供給水圧が
2kgf/cm2 になると発生し始めた。
EXAMPLE The water hammer preventer 90 shown in FIG. 2 was attached to the expanded diameter portion Pb of the water pipe P in the same manner as the attaching method shown in FIG. The outer diameter of the hollow body of the water hammer protector is 30 mm, the inner diameter is 28 mm, the small diameter orifice is 3 mm diameter, the large diameter orifice is 9 mm diameter, the opening portion of the expanded diameter portion is 13 mm diameter, and the water hammer cushioning material is about 2 mm. Diameter expanded polystyrene beads were used. A one-lever water faucet R is attached to a water pipe with an inner diameter of 13 mm, and a diameter-expanded portion with an inner diameter of 33 mm is formed at a position 7 m upstream of the water tap R, and a water hammer prevention device is installed in the inside with the orifice side facing the faucet side. did. The water hammer prevention function is to bring a part of the water pipe equipped with the water hammer preventer Pd between the one lever type faucet of the tester shown in FIG. 9 and the pressure measuring instrument S close to the pressure measuring instrument. After connecting, various water pressures were set by the water pressure variable device T, and the relationship between the maximum water pressure and the impact noise in the case of quick closing of the faucet was investigated. In parallel, we also investigated the case without using a water hammer protector for piping. These results are shown in FIG. 10 (X axis: supply water pressure, Y axis: maximum water pressure during water hammer), but when the water hammer preventer was used, the pressure change was small and the maximum water pressure was not so high. In addition, no impact noise was generated, but when the water hammer was not used, the pressure change was large and the maximum water pressure was very high, and the impact noise was generated when the supply water pressure was 2 kgf / cm 2. Started to do.

【0018】[0018]

【発明の効果】以上、本発明の配管内装着用水撃防止器
及びその装着方法につて説明したが、該水撃防止器を使
用し、また装着方法を採用することにより、配管外に水
撃防止器装着のための大きい空間も不必要になり、しか
も従来同様に急激な水栓の閉止で発生する水撃音は最小
限に抑えることができる効果も得られた。
As described above, the water hammer protector worn on the interior of the pipe and the mounting method thereof according to the present invention have been described. By using the water hammer preventer and adopting the mounting method, the water hammer can be exposed to the outside of the pipe. A large space for installing the preventive device is not required, and the water hammer sound generated by the sudden closing of the faucet can be minimized as in the conventional case.

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

【図1】本発明に係る配管内装着用水撃防止器の一例を
その分解状態で示した断面図。
FIG. 1 is a cross-sectional view showing an example of a water hammer protection device for wearing a pipe interior according to the present invention in an exploded state thereof.

【図2】本発明に係る配管内装着用水撃防止器の他の例
をその分解状態で示した断面図。
FIG. 2 is a cross-sectional view showing another example of the water hammer protector for wearing piping interior according to the present invention in an exploded state thereof.

【図3】本発明に係る配管内装着用水撃防止器の更に他
の例をその分解状態で示した断面図。
FIG. 3 is a cross-sectional view showing still another example of the water hammer protector for wearing piping interior according to the present invention in its exploded state.

【図4】本発明に係る、図1に示す配管内装着用水撃防
止器を水道管内に装着した状態の一例の断面図。
FIG. 4 is a cross-sectional view of an example of a state in which the water hammer protector for piping interior shown in FIG. 1 according to the present invention is mounted in a water pipe.

【図5】本発明に係る、図2に示す配管内装着用水撃防
止器を水道管内に装着した状態の一例の断面図。
FIG. 5 is a cross-sectional view of an example of a state in which the water hammer protector for piping interior shown in FIG. 2 according to the present invention is mounted in a water pipe.

【図6】本発明に係る、図3に示す配管内装着用水撃防
止器を水道管内に装着した状態の一例の断面図。
FIG. 6 is a cross-sectional view of an example of a state in which the water hammer protector for piping interior shown in FIG. 3 according to the present invention is mounted in a water pipe.

【図7】図2に示した水撃防止器を、拡径部分を有する
水道配管内に装着した状態の一例の断面図。
FIG. 7 is a cross-sectional view of an example of a state in which the water hammer preventer shown in FIG. 2 is mounted in a water pipe having an enlarged diameter portion.

【図8】従来の水撃防止器の装着状態を示す断面図。FIG. 8 is a cross-sectional view showing a mounted state of a conventional water hammer preventer.

【図9】水撃防止機能測定装置の主要部。FIG. 9 is a main part of a water hammer prevention function measuring device.

【図10】水撃防止機能測定の測定結果を示すグラフ。FIG. 10 is a graph showing measurement results of water hammer prevention function measurement.

【符号の説明】[Explanation of symbols]

10,20,30,40,50,60,70,90:配
管内装着用水撃防止器 80 :配
管外装着用水撃防止器 11,21,31,41,51,61,71 :中
空胴体部 12,22,42,52,72 :水
密性底部 13,23,33,43,53,63,73,83:水
密性弾性膜 13a,23a,33a,43a,53a,63a:空
隙 14,24,34,44,54,64,74,84:オ
リフィス板 15a,25a,35a,45a,55a,75a:小
径オリフィス 15b,25b,35b,45b,55b,75b:大
径オリフィス 85 :オ
リフィス 25c,55c,75c :コ
ーン状拡径部 16,26,36,46,56,66,76,86:発
泡ビーズ 37,47,57,67,77 :突
起 P :水
道管 Pa :凹
部 Pb :水
道管拡径部 Pc :枝
管 Pd :水
道管の一部 R :ワ
ンレバー式水栓 S :圧
力測定器 T :水
圧可変装置 V :水
栓 A(実線矢印) :流
水方向 B(破線矢印) :最
初の衝撃波伝播方向 A(破線矢印) :反
射波伝播方向
10, 20, 30, 40, 50, 60, 70, 90: Piping interior worn water hammer prevention device 80: Piping exterior worn water hammer prevention device 11, 21, 31, 41, 51, 61, 71: Hollow body 12 , 22, 42, 52, 72: Watertight bottom 13, 23, 33, 43, 53, 63, 73, 83: Watertight elastic film 13a, 23a, 33a, 43a, 53a, 63a: Void 14, 24, 34 , 44, 54, 64, 74, 84: Orifice plate 15a, 25a, 35a, 45a, 55a, 75a: Small diameter orifice 15b, 25b, 35b, 45b, 55b, 75b: Large diameter orifice 85: Orifice 25c, 55c, 75c : Cone-shaped expanded portion 16, 26, 36, 46, 56, 66, 76, 86: foam beads 37, 47, 57, 67, 77: protrusion P: water pipe Pa: recess Pb: Expanded portion of water pipe Pc: Branch pipe Pd: Part of water pipe R: One-lever water faucet S: Pressure measuring device T: Water pressure variable device V: Water faucet A (solid arrow): Flow direction B (dashed arrow) ): First shock wave propagation direction A (dashed line arrow): Reflected wave propagation direction

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】中空胴体部の一端には水密性底部、他端に
は水密性弾性膜を介してオリフィス板が取りつけられて
なり、又は中空胴体部の中央部には水密性間仕切り壁
部、両端には水密性弾性膜を介してオリフィス板が取り
つけられてなり、水密性弾性膜とオリフィス板との間に
は空隙部が形成されてなり、オリフィス板のオリフィス
は、内面側に開口する小径円筒状オリフィスと外面側に
開口する大径円筒状オリフィスとからなり、中空胴体部
内には水撃緩衝部材が水密性弾性膜の内面から支持した
状態で収容されてなることを特徴とする配管内装着用水
撃防止器。
1. A hollow body has a watertight bottom attached to one end and an orifice plate attached to the other end via a watertight elastic film, or a watertight partition wall at the center of the hollow body, Orifice plates are attached to both ends with a watertight elastic film, and a gap is formed between the watertight elastic film and the orifice plate.The orifice of the orifice plate has a small diameter that opens to the inner surface side. A pipe characterized by comprising a cylindrical orifice and a large-diameter cylindrical orifice that opens to the outer surface side, and a water hammer buffer member is accommodated in the hollow body while being supported from the inner surface of the watertight elastic membrane. Water hammer prevention device for mounting.
【請求項2】大径円筒状オリフィスの開口端には、コー
ン状拡径部を有する請求項1記載の配管内装着用水撃防
止器。
2. A water hammer protection device for wearing piping interior according to claim 1, wherein the opening end of the large-diameter cylindrical orifice has a cone-shaped expanded portion.
【請求項3】水撃緩衝部材が、発泡ビーズ、バルーン、
ゴム製粒状体、中空フィラー充填シリコーンゲル粒状体
又は中空フィラー充填発泡合成樹脂粒状体である請求項
1記載の配管内装着用水撃防止器。
3. A water hammer buffer member comprising foam beads, a balloon,
The water hammer protector worn on the interior of a pipe according to claim 1, which is a rubber granule, a hollow filler-filled silicone gel granule or a hollow filler-filled expanded synthetic resin granule.
【請求項4】水撃緩衝部材がダイヤフラム又はベローズ
である請求項1記載の配管内装着用水撃防止器。
4. The water hammer protector worn on the interior of a pipe according to claim 1, wherein the water hammer buffer member is a diaphragm or a bellows.
【請求項5】中空胴体部外周面には、配管内装着用突起
を有する請求項1ないし4記載の配管内装着用水撃防止
器。
5. The water hammer protection device for wearing a pipe interior according to claim 1, wherein a projection for wearing a pipe interior is provided on the outer peripheral surface of the hollow body portion.
【請求項6】請求項1ないし4記載の配管内装着用水撃
防止器を、流体用配管の一部を拡径した場所に配設する
ことを特徴とする配管内装着用水撃防止器の装着方法。
6. A pipe inner wearing water hammer preventer equipped with a pipe inner wearing water hammer preventer according to claim 1, wherein the pipe inner water hammer protector is arranged at a location where a part of the fluid pipe is expanded in diameter. Method.
【請求項7】拡径した場所に凹部を形成し、請求項5記
載の配管内装着用突起を嵌着させる請求項6記載の装着
方法。
7. The mounting method according to claim 6, wherein a recess is formed in a location where the diameter is increased, and the pipe interior wearing projection according to claim 5 is fitted.
【請求項8】中空胴体部の一端に水密性底部、他端には
水密性弾性膜を介してオリフィス板が取りつけられてな
る請求項1記載の配管内装着用水撃防止器のオリフィス
板を流体の下流側に向けて配設する請求項6又は7記載
の装着方法。
8. The orifice plate of the water hammer protector according to claim 1, wherein a watertight bottom part is attached to one end of the hollow body, and an orifice plate is attached to the other end of the hollow body via a watertight elastic film. The mounting method according to claim 6 or 7, wherein the mounting method is arranged toward the downstream side of the.
【請求項9】中空胴体部の一端に水密性底部、他端には
水密性弾性膜を介してオリフィス板が取りつけられてな
る請求項1記載の配管内装着用水撃防止器を2個、その
オリフィス板を互いに逆外方に向け、同軸的に配設する
請求項6又は7記載の装着方法。
9. A pipe inner water hammer protector according to claim 1, wherein an orifice plate is attached to one end of the hollow body and a watertight elastic film is attached to the other end. The mounting method according to claim 6 or 7, wherein the orifice plates are coaxially arranged so as to face opposite to each other.
【請求項10】中空胴体部の中央部には水密性間仕切り
壁部、両端には水密性弾性膜を介してオリフィス板が取
りつけられてなる請求項1記載の配管内装着用水撃防止
器を配設する請求項6又は7記載の装着方法。
10. A water hammer protector for pipe interiors according to claim 1, wherein a watertight partition wall is provided at the center of the hollow body, and orifice plates are attached at both ends with watertight elastic membranes. The mounting method according to claim 6 or 7, which is provided.
JP7159492A 1995-06-26 1995-06-26 In-pipe mounting water hammer preventing device and mounting method therefor Pending JPH0914562A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7159492A JPH0914562A (en) 1995-06-26 1995-06-26 In-pipe mounting water hammer preventing device and mounting method therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7159492A JPH0914562A (en) 1995-06-26 1995-06-26 In-pipe mounting water hammer preventing device and mounting method therefor

Publications (1)

Publication Number Publication Date
JPH0914562A true JPH0914562A (en) 1997-01-17

Family

ID=15694955

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7159492A Pending JPH0914562A (en) 1995-06-26 1995-06-26 In-pipe mounting water hammer preventing device and mounting method therefor

Country Status (1)

Country Link
JP (1) JPH0914562A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008096637A (en) * 2006-10-11 2008-04-24 Sekisui Chem Co Ltd Acoustic material
KR101337976B1 (en) * 2011-09-22 2013-12-06 창신인터내셔날 주식회사 water hammer protect device for Water powered hammer
JP2019525041A (en) * 2016-06-10 2019-09-05 ビタプラス・ネーデルランド・ベー.フェー.Vitaplus Nederland B.V. Coupling device for coupling and decoupling the flow regulator to the water piping system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008096637A (en) * 2006-10-11 2008-04-24 Sekisui Chem Co Ltd Acoustic material
KR101337976B1 (en) * 2011-09-22 2013-12-06 창신인터내셔날 주식회사 water hammer protect device for Water powered hammer
JP2019525041A (en) * 2016-06-10 2019-09-05 ビタプラス・ネーデルランド・ベー.フェー.Vitaplus Nederland B.V. Coupling device for coupling and decoupling the flow regulator to the water piping system

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