JPH09280473A - Water hammer preventing unit - Google Patents

Water hammer preventing unit

Info

Publication number
JPH09280473A
JPH09280473A JP8111204A JP11120496A JPH09280473A JP H09280473 A JPH09280473 A JP H09280473A JP 8111204 A JP8111204 A JP 8111204A JP 11120496 A JP11120496 A JP 11120496A JP H09280473 A JPH09280473 A JP H09280473A
Authority
JP
Japan
Prior art keywords
water hammer
flow passage
fluid
sealed space
pipe
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
JP8111204A
Other languages
Japanese (ja)
Inventor
Yukinobu Nishikita
行伸 西北
Tetsuya Kaji
哲也 梶
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.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP8111204A priority Critical patent/JPH09280473A/en
Publication of JPH09280473A publication Critical patent/JPH09280473A/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)
  • Details Of Valves (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve durability and to eliminate such problems as gas leakage or insufficient absorbing power as seen in a gas type or a spring type unit. SOLUTION: One opening end of a tube-like cylindrical body 2 whose both ends are opened, capable of being expanded by injection of fluid is airtightly attached to a hard base body 1 formed of a main passage 1 to be connected to a pipe through which fluid is allowed to flow and a following passage 12 to be communicated with and connected to the main passage 11 at a branch port 12A. The other opening end formed by folding up the cylindrical body 2 is airtightly attached to the hard base body 1, a sealed space is formed, an outflow port of the following passage 12 is opened into the sealed space, fluid is introduced into the sealed space, and therefore, shock to be transmitted through the pipe is absorbed and alleviated.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、液体が流れる管
路中にあって、ウオータハンマによって生じる液体の衝
撃(水撃)を吸収・緩和するウオータハンマ防止器に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water hammer preventer for absorbing and mitigating a liquid impact (water hammer) generated by a water hammer in a pipeline through which the liquid flows.

【0002】[0002]

【従来の技術】液体の管路中において生じる液体のウオ
ータハンマ現象を吸収するため、専用のウオータハンマ
吸収装置等を管路に装着したものが知られている。即
ち、このようなウオータハンマ吸収装置として、例えば
図14に示すように水が通る通過孔100Aを中心部に
形成するとともにこの通過孔100Aに一部連通する空
穴100Bを周壁に形成した略管状のケーシング100
と、通孔101Aが多数周壁に開口され、空穴100B
と通過孔100Aとの間に固設したパイプ101と、そ
のパイプ101の外周側に被着するように設けた伸縮自
在のチューブ102とを備え、図示外の蛇口近傍の給水
管に接続された構成のものが知られている。
2. Description of the Related Art In order to absorb a water hammer phenomenon of a liquid generated in a liquid conduit, it is known that a dedicated water hammer absorbing device or the like is attached to the conduit. That is, as such a water hammer absorbing device, for example, as shown in FIG. 14, a substantially tubular shape in which a passage hole 100A through which water passes is formed in the central portion and a hole 100B partially communicating with the passage hole 100A is formed in the peripheral wall. Casing 100
And a large number of through holes 101A are opened in the peripheral wall, and holes 100B
A pipe 101 fixed between the pipe and the passage hole 100A, and an expandable tube 102 provided so as to be attached to the outer peripheral side of the pipe 101, and connected to a water supply pipe near the faucet (not shown). The composition is known.

【0003】そして、このウオータハンマ吸収装置は、
チューブ102で閉じられた空穴内部に所定のガスが気
密状態で封入されており、ウオータハンマ(水撃)が発
生すると、図15に示すように空穴100B内のガス圧
力に抗してチューブ102が膨らんでその衝撃圧力を吸
収するようになっている。
And, this water hammer absorbing device is
A predetermined gas is hermetically sealed inside the hole closed by the tube 102, and when a water hammer (water hammer) occurs, the tube is protected against the gas pressure in the hole 100B as shown in FIG. 102 is inflated to absorb the impact pressure.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、このよ
うなガス封入式のウオータハンマ吸収装置にあっては、
ガス洩れの虞れがあり、耐久性の点で問題がある。ま
た、このガス圧の替わりに、ばねを利用したウオータハ
ンマ吸収装置も提案されているが、このようなばね式の
ものであっては、構造が複雑になる欠点がある。さらに
このばね式でも同じく耐久性の点で問題がある。
However, in such a gas-filled type water hammer absorption device,
There is a risk of gas leakage, and there is a problem in terms of durability. Further, a water hammer absorption device using a spring instead of the gas pressure has been proposed, but such a spring type device has a drawback that the structure is complicated. Further, this spring type also has a problem in durability.

【0005】そこで、この発明は、上記した事情に鑑
み、ガス式やばね式のように、ガス洩れや吸収力不足等
の問題がなく、しかも耐久性のアップも図ることができ
るウオータハンマ防止装置を提供することを目的とする
ものである。
In view of the above-mentioned circumstances, the present invention is a water hammer prevention device which is free from the problems such as gas leakage and insufficient absorption capacity, unlike the gas type and spring type, and which can also improve durability. It is intended to provide.

【0006】[0006]

【課題を解決するための手段】即ち、この請求項1に記
載の発明は、流体が流れる配管に接続される主流路とこ
の主流路と分岐口で連通・連結する従流路とが形成され
た硬質基体に、流体の注入により膨張可能な両端開口の
チューブ状の筒体の一方の開口端を気密に取り付けると
ともに、該筒体を折返した他方の開口端を硬質基体に気
密に取り付けて密封空間を形成し、該密封空間内に前記
従流路の流出口を開口させ、この密封空間へ流体を導入
することにより前記配管中を伝わる衝撃を吸収・緩和す
るように構成したものである。
That is, according to the invention described in claim 1, a main flow path connected to a pipe through which a fluid flows and a sub-flow path communicating with and connected to the main flow path through a branch port are formed. To the rigid base, one opening end of the tubular body with both ends that can be expanded by injecting fluid is airtightly attached, and the other opening end of the folded back body is airtightly attached to the hard base and sealed. A space is formed, an outlet of the sub-flow path is opened in the sealed space, and a fluid is introduced into the sealed space to absorb and mitigate the shock transmitted through the pipe.

【0007】また、この請求項2に記載の発明は、従流
路の分岐口を臨む主流路に絞りを設けたものである。
Further, in the invention according to the second aspect, a throttle is provided in the main flow passage which faces the branch port of the sub flow passage.

【0008】また、この請求項3に記載の発明は、従流
路の分岐口を臨む主流路部分がベンチュリ管を構成して
いるものである。
According to the third aspect of the present invention, the main flow passage portion facing the branch opening of the sub flow passage constitutes a Venturi tube.

【0009】[0009]

【発明の実施の形態】以下、この発明の好適な実施例に
ついて添付図面を参照しながら説明する。図1はこの発
明の第1実施例に係るウオータハンマ防止装置を示す概
略断面図である。このウオータハンマ防止装置は、図示
外の蛇口近傍の給水管に接続されるものであって、その
給水管と連通・連結(例えばねじ結合などにより連結さ
れている)した硬質基体1と、硬質基体1の外周面に周
設した膨張可能なチューブ状の筒体2とを備えている。
Preferred embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a schematic sectional view showing a water hammer prevention device according to a first embodiment of the present invention. This water hammer prevention device is connected to a water supply pipe near a faucet (not shown), and has a hard base body 1 that is in communication / connection (for example, screw connection) with the water supply pipe, and a hard base body. 1 and an inflatable tube-shaped tubular body 2 that is provided around the outer peripheral surface.

【0010】硬質基体1は、適宜の硬質材料で中空略円
筒状に形成されており、内部には給水管の流路と連通し
た主流路11及びこの主流路11と分岐口12Aで連通
する従流路12とが形成されている。即ち、この従流路
12は、円筒状の硬質基体1の壁面の厚さ方向(若しく
は適宜の傾斜角度をもった方向)に形成されて周壁を貫
通するようになっている。なお、この従流路12は、主
流路11よりも開口断面積を大幅に狭めることにより、
ベンチュリー管としての機能を発揮させることができる
ように構成されている。
The hard substrate 1 is made of an appropriate hard material and is formed into a hollow, substantially cylindrical shape. Inside, a main channel 11 communicating with the channel of the water supply pipe and a secondary channel communicating with the main channel 11 through a branch port 12A. The flow path 12 is formed. That is, the sub-flow passage 12 is formed in the thickness direction of the wall surface of the cylindrical hard substrate 1 (or in a direction having an appropriate inclination angle) and penetrates the peripheral wall. It should be noted that the sub-flow passage 12 has a significantly narrower opening cross-sectional area than the main flow passage 11,
It is configured so that it can function as a Venturi tube.

【0011】筒体2は、伸縮性のあるゴム等の弾性材料
で図2に示すような形状に形成されている。即ちこの筒
体2は、弾性チューブ状のものを使用し、この開口した
両端のうち一方の端部側を内側に(若しくは外側に)折
り返して形成している。なお、この筒体2は、環状に開
口した開口部2Aが、硬質基体1側の従流路12の流出
口12B(分岐口12Aとは逆側位置)を臨むような位
置で、つまりこの流出口12Bを覆う恰好で両端部側が
それぞれ加締めリング21、22により水密状態に取り
付けられている。
The tubular body 2 is made of an elastic material such as elastic rubber and formed into a shape as shown in FIG. That is, the tubular body 2 is formed of an elastic tube and is formed by folding one of the open ends into the inner side (or the outer side). The tubular body 2 is positioned such that the annular opening 2A faces the outlet 12B (the position opposite to the branch 12A) of the secondary base 12 on the side of the hard substrate 1, that is, this flow. Both ends are attached in a watertight manner by caulking rings 21 and 22 so as to cover the outlet 12B.

【0012】従って、この第1実施例によれば、蛇口を
開いた通常の給水状態では、図3に示すように主流路1
1内部を高速で水が流れるから、筒体2内部には負圧が
作用して膨張することがない。
Therefore, according to the first embodiment, in the normal water supply state with the faucet opened, as shown in FIG.
Since water flows through the inside of the cylinder 1 at a high speed, a negative pressure does not act on the inside of the cylinder 2 to expand it.

【0013】また、蛇口を閉じると、蛇口に向かう水の
流れがせき止められるから、分岐口12Aで流速が落ち
て筒体2を収縮させようとする負圧(吸引力)が作用し
なくなる。その結果、筒体2内部には従流路12から水
が流れ込み、図4に示すように筒体2が膨張することに
より、従来は蛇口に加わるはずのウオータハンマ(水
撃)が抑えられることとなる。
Also, when the faucet is closed, the flow of water toward the faucet is stopped, so that the negative pressure (suction force) for contracting the tubular body 2 does not act because the flow velocity decreases at the branch port 12A. As a result, water flows into the inside of the cylindrical body 2 from the sub-flow passage 12, and the cylindrical body 2 expands as shown in FIG. 4, so that a water hammer (water hammer) which is conventionally applied to the faucet can be suppressed. Becomes

【0014】なおこの実施例では、筒体2の膨張動作を
自由に行わせるように構成されているが、例えば図5に
示すように筒体2の外側に適宜の内径寸法で硬質筒状の
カバー3を挿通させ、最大膨張半径を一定に制限するよ
うに構成してもよい。
In this embodiment, the expanding operation of the cylindrical body 2 is performed freely. For example, as shown in FIG. 5, the cylindrical body 2 has a hard cylindrical shape with an appropriate inner diameter outside the cylindrical body 2. The cover 3 may be inserted to limit the maximum expansion radius to a constant value.

【0015】従ってこの実施例によれば、硬質基体1へ
一定面積の筒体2を取付けた場合に、従来の平面的な広
がり膨張とは異なり球状の広がり膨張を行うから、その
取り付け領域に対する筒体2の膨張容量を大幅に増大で
き、その分ウオーターハンマ現象(水撃)の干渉効果が
増大し、かつ、コンパクトなウオーターハンマ防止器を
提供することができる。
Therefore, according to this embodiment, when the cylindrical body 2 having a constant area is attached to the hard substrate 1, spherical expansion is performed unlike conventional planar expansion, so that the cylinder corresponding to the attachment area is expanded. The expansion capacity of the body 2 can be greatly increased, the interference effect of the water hammer phenomenon (water hammer) can be increased correspondingly, and a compact water hammer preventer can be provided.

【0016】次に、この発明の第2実施例について説明
する。なお、この実施例において、先の第1実施例と同
一の部分には同一符号を付して重複説明を避ける。図6
に示すウオータハンマ防止装置は、先の実施例と同様
に、図示外の蛇口近傍の給水管に接続されており(勿
論、適用対象はこれに限定されるものではなく、例えば
ガス管を流れる適宜の気体等にも適用が可能である)、
その給水管と連通・連結(例えば同様にねじ結合などに
より連結されている)する硬質基体1と、この硬質基体
1の外周面の一部(半径方向)に突設した突出部4と、
この突出部4に周設する筒体2とを備えている。
Next, a second embodiment of the present invention will be described. In this embodiment, the same parts as those in the first embodiment are designated by the same reference numerals to avoid redundant description. FIG.
The water hammer prevention device shown in (4) is connected to a water supply pipe near the faucet (not shown) as in the previous embodiment. Can be applied to other gases, etc.),
A hard base body 1 that communicates with and is connected to the water supply pipe (for example, is similarly connected by a screw connection or the like);
The cylindrical body 2 is provided around the protruding portion 4.

【0017】突出部4は、略円柱状に形成されており、
この内部には硬質基体1の主流路11と連通する従流路
41が形成されている。この従流路41は、分岐口41
Aを介して主流路11と連通しており、途中で90度流
路が折曲するとともに複数に分岐し、最終的には突起部
4の外周面に開口した流出口41Bに繋がっている。こ
こでの従流路41についても、主流路11に比べて大幅
に開口断面積を狭めてある。
The protrusion 4 is formed in a substantially cylindrical shape,
A sub-flow passage 41 communicating with the main flow passage 11 of the hard substrate 1 is formed inside this. The sub-channel 41 is a branch port 41.
The flow path communicates with the main flow path 11 via A, and the 90-degree flow path is bent along the way and is branched into a plurality of parts, and finally connected to the outlet 41B opened on the outer peripheral surface of the protrusion 4. The sub flow passage 41 here also has a significantly narrower opening cross-sectional area than the main flow passage 11.

【0018】なお筒体2は、図2に示すものと同様の形
状を有するものであって、先の実施例と同様に、従流路
41の流出口41Bを覆う恰好で両端部側がそれぞれ加
締めリング21、22により水密状態に取り付けられて
いる。
The cylindrical body 2 has a shape similar to that shown in FIG. 2, and like the previous embodiment, it is suitable to cover the outlet 41B of the sub-flow passage 41, and both end sides are added. It is attached in a watertight state by tightening rings 21 and 22.

【0019】この実施例でも、先の第1実施例と同様の
作用によって、つまり筒体2の膨張作用によってウオー
タハンマ(水撃)が抑えられるが、図7若しくは図8に
示すような絞り1A若しくは1Bを硬質基体1の主流路
11の分岐口41A近傍に形成し、これによってベンチ
ュリ管を構成することによって、ウオータハンマ(水
撃)の吸収効果をより一層高めることが可能である。
Also in this embodiment, a water hammer (water hammer) is suppressed by the same action as that of the first embodiment, that is, the expansion action of the cylindrical body 2, but the aperture 1A as shown in FIG. 7 or FIG. Alternatively, by forming 1B in the vicinity of the branch port 41A of the main flow path 11 of the hard base body 1 to form a Venturi tube, it is possible to further enhance the water hammer (water hammer) absorption effect.

【0020】また、先の第1実施例と同様に、図9に示
すようなカバー3′を被せてもよい。なおこの場合に
も、突出部4の従流路41の分岐口41Aを臨む主流路
11を狭めて絞りを形成し、ベンチュリ管を構成してい
る。またこの他に、図10に示すように突起部4と硬質
基体1とを螺合するような構成としてもよい。
As in the first embodiment, the cover 3'as shown in FIG. 9 may be covered. Also in this case, the venturi pipe is configured by narrowing the main passage 11 that faces the branch port 41A of the sub passage 41 of the protruding portion 4 to form a throttle. In addition to this, as shown in FIG. 10, the protrusion 4 and the hard substrate 1 may be screwed together.

【0021】またさらに、図11及び図12に示すよう
に、流体力学的に水の流れを考慮して通過断面積を狭め
た従流路51及び61を突出部5及び6の所定の方向に
形成し、これによってベンチュリー管と同様な機能を付
与した構成であってもよい。即ち、図11に示す構成で
は突出部51に水の流れる方向(図示するように左方か
ら右方へ流れる)とは逆方向に適宜の角度(直角を除
く)に傾けた従流路51を設け、ベンチュリ効果と同様
の密閉効果を発生させるようにしてもよい。
Further, as shown in FIGS. 11 and 12, the sub-flow paths 51 and 61 having the passage cross-sectional areas narrowed in consideration of the flow of water hydrodynamically are provided in the predetermined directions of the protrusions 5 and 6. It may be formed to have the same function as that of the Venturi tube. That is, in the configuration shown in FIG. 11, the sub-flow path 51 tilted at an appropriate angle (excluding a right angle) in the direction opposite to the water flow direction (flow from the left side to the right side as shown in the drawing) is provided in the protruding portion 51. It may be provided so as to generate a sealing effect similar to the Venturi effect.

【0022】従って、例えば図11において図示外の蛇
口を閉じることによって、主流路11を蛇口方向に向か
う矢印方向の水の流れがせき止められてウオータハンマ
(水撃)が発生しようすると、その水を従流路51内に
誘導させて筒体2に流れ込ませることができるから、筒
体2の膨張作用によってウオータハンマ(水撃)が抑え
られる。また、図12に示す構成では、突起部6の少な
くとも分岐口61Aに通常の水の流れとは逆方向に直角
ではない適宜の角度で従流路61を形成してあるから、
図11のものと同様に密閉効果を発生することができる
とともに、筒体2の膨張作用によってウオータハンマ
(水撃)が抑えられる。
Therefore, for example, when a faucet (not shown) in FIG. 11 is closed, the flow of water in the direction of the arrow toward the faucet in the main flow path 11 is dammed and a water hammer (water hammer) is about to occur. The water hammer can be suppressed by the expansion action of the tubular body 2 because it can be guided into the sub-flow passage 51 and flow into the tubular body 2. Further, in the configuration shown in FIG. 12, since the sub-channel 61 is formed at least at the branch port 61A of the protrusion 6 at an appropriate angle that is not a right angle to the direction opposite to the normal water flow,
A sealing effect can be generated as in the case of FIG. 11, and a water hammer (water hammer) is suppressed by the expansion action of the cylindrical body 2.

【0023】なお、これらの実施例では筒体2を形成す
る場合に図13に示すようなチューブ20を折り返して
形成するのが一般的であるが、ここで使用するチューブ
20には周壁面内に適宜の糸状部材20Aを埋設してお
くことによって、膨張量を適宜抑制するとともに、膨張
時の破壊を防止するようにしてもよい。
In these embodiments, it is general that the tube 20 as shown in FIG. 13 is folded back to form the cylindrical body 2, but the tube 20 used here has a peripheral wall surface By embedding an appropriate filamentous member 20A in the above, the amount of expansion may be appropriately suppressed and the destruction during expansion may be prevented.

【0024】[0024]

【発明の効果】以上説明してきたように、この発明のウ
オータハンマ防止装置によれば、ガスやばね等を使用せ
ず、つまり弾性チューブを使用し、例えばこれを折り返
す等して簡単に形成した筒体によってウオータハンマ
(水撃)が効果的に抑えられるようになっているから、
ガス洩れや吸収力不足等の虞れがなく、耐久性の大幅向
上になる。また、この発明によれば、構造が単純で簡単
な構成であるから、組み立て作業性が良好であるととも
に装置の小型化が可能であり、加えて低コストでの製造
が実現できる。
As described above, according to the water hammer prevention device of the present invention, no gas, spring or the like is used, that is, an elastic tube is used, and it is easily formed by, for example, folding it back. Since the water hammer is effectively suppressed by the cylinder,
There is no risk of gas leakage or insufficient absorption, and durability is greatly improved. Further, according to the present invention, since the structure is simple and simple, the assembling workability is good, the device can be downsized, and the manufacturing at low cost can be realized.

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

【図1】この発明の第1実施例に係る防振装置を示す概
略断面図。
FIG. 1 is a schematic sectional view showing a vibration damping device according to a first embodiment of the present invention.

【図2】同装置の筒体を示す破断斜視図。FIG. 2 is a cutaway perspective view showing a tubular body of the apparatus.

【図3】同装置の作用を示す説明図。FIG. 3 is an explanatory view showing the operation of the device.

【図4】同装置の作用を示す説明図。FIG. 4 is an explanatory diagram showing an operation of the apparatus.

【図5】変形例を示す概略断面図。FIG. 5 is a schematic cross-sectional view showing a modified example.

【図6】この発明の第2実施例に係る防振装置を示す概
略断面図。
FIG. 6 is a schematic sectional view showing a vibration damping device according to a second embodiment of the present invention.

【図7】同装置の変形例を示す概略断面図。FIG. 7 is a schematic cross-sectional view showing a modified example of the same device.

【図8】さらに他の変形例を示す概略断面図。FIG. 8 is a schematic sectional view showing still another modified example.

【図9】さらに他の変形例を示す概略断面図。FIG. 9 is a schematic sectional view showing still another modified example.

【図10】さらに他の変形例を示す概略断面図。FIG. 10 is a schematic sectional view showing still another modified example.

【図11】さらに他の変形例を示す概略断面図。FIG. 11 is a schematic sectional view showing still another modified example.

【図12】さらに他の変形例を示す概略断面図。FIG. 12 is a schematic sectional view showing still another modified example.

【図13】この発明の筒体に使用するチューブの概略斜
視図。
FIG. 13 is a schematic perspective view of a tube used in the cylinder body of the present invention.

【図14】従来例を示す概略断面図。FIG. 14 is a schematic cross-sectional view showing a conventional example.

【図15】従来例の作用を示す概略断面図。FIG. 15 is a schematic sectional view showing the operation of the conventional example.

【符号の説明】[Explanation of symbols]

1 硬質基体1 11 主流路 12、41、51、61 従流路 12A、41A 分岐口 12B、41B 流出口 2 筒体 2A 開口部 4、5、6 突出部 1 Hard Base 1 11 Main Flow Path 12, 41, 51, 61 Sub Flow Path 12A, 41A Branch Port 12B, 41B Outlet Port 2 Cylinder 2A Opening 4, 5, 6 Projection

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 流体が流れる配管に接続される主流路と
この主流路と分岐口で連通・連結する従流路とが形成さ
れた硬質基体に、流体の注入により膨張可能な両端開口
のチューブ状の筒体の一方の開口端を気密に取り付ける
とともに、該筒体を折返した他方の開口端を硬質基体に
気密に取り付けて密封空間を形成し、 該密封空間内に前記従流路の流出口を開口させ、 この密封空間へ流体を導入することにより前記配管中を
伝わる衝撃を吸収・緩和するように構成したことを特徴
とするウオータハンマ防止器。
1. A tube having openings at both ends which is expandable by injecting a fluid into a hard substrate having a main channel connected to a pipe through which a fluid flows and a secondary channel communicating with and connected to the main channel at a branch port. One open end of the cylindrical body is airtightly attached, and the other open end of the folded back cylinder is airtightly attached to the hard base body to form a sealed space. A water hammer preventer characterized in that an outlet is opened and a fluid is introduced into the sealed space to absorb and mitigate an impact transmitted through the pipe.
【請求項2】 従流路の分岐口を臨む主流路に絞りを設
けたことを特徴とする請求項1に記載のウオータハンマ
防止器。
2. The water hammer preventer according to claim 1, wherein a throttle is provided in the main flow passage facing the branch opening of the sub flow passage.
【請求項3】 従流路の分岐口を臨む主流路部分がベン
チュリ管を構成していることを特徴とする請求項1に記
載のウオータハンマ防止器。
3. The water hammer preventer according to claim 1, wherein the main flow passage portion facing the branch opening of the sub flow passage constitutes a Venturi tube.
JP8111204A 1996-04-08 1996-04-08 Water hammer preventing unit Pending JPH09280473A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8111204A JPH09280473A (en) 1996-04-08 1996-04-08 Water hammer preventing unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8111204A JPH09280473A (en) 1996-04-08 1996-04-08 Water hammer preventing unit

Publications (1)

Publication Number Publication Date
JPH09280473A true JPH09280473A (en) 1997-10-31

Family

ID=14555156

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8111204A Pending JPH09280473A (en) 1996-04-08 1996-04-08 Water hammer preventing unit

Country Status (1)

Country Link
JP (1) JPH09280473A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200080675A (en) * 2018-12-27 2020-07-07 김지찬 Chamber for fire-fighting equipment pressure switch
CN114017572A (en) * 2021-10-27 2022-02-08 江苏洁润管业有限公司 Antibacterial PE water supply pipe with water hammer resistance effect and preparation device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200080675A (en) * 2018-12-27 2020-07-07 김지찬 Chamber for fire-fighting equipment pressure switch
CN114017572A (en) * 2021-10-27 2022-02-08 江苏洁润管业有限公司 Antibacterial PE water supply pipe with water hammer resistance effect and preparation device

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