JPS6360274B2 - - Google Patents
Info
- Publication number
- JPS6360274B2 JPS6360274B2 JP54039032A JP3903279A JPS6360274B2 JP S6360274 B2 JPS6360274 B2 JP S6360274B2 JP 54039032 A JP54039032 A JP 54039032A JP 3903279 A JP3903279 A JP 3903279A JP S6360274 B2 JPS6360274 B2 JP S6360274B2
- Authority
- JP
- Japan
- Prior art keywords
- valve
- valve body
- force
- flow
- water hammer
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 44
- 238000005086 pumping Methods 0.000 claims description 13
- 239000006096 absorbing agent Substances 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 230000035939 shock Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 description 11
- 238000007667 floating Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000007423 decrease Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000001133 acceleration Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000037237 body shape Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000002860 competitive effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Landscapes
- Check Valves (AREA)
Description
【発明の詳細な説明】
(イ) 産業上の利用分野
この発明は、送水管路に設けるスイング型無水
撃逆止弁装置にかかり、送水中急にポンプエネル
ギを絶つた場合、管路内水柱の逆流による水撃作
用を安全的確に阻止するスイング型無水撃逆止弁
装置に関する。[Detailed Description of the Invention] (a) Industrial Application Field This invention applies to a swing type non-water hammer check valve device installed in a water pipeline, and when the pump energy for water supply is suddenly cut off, the water column in the pipeline is The present invention relates to a swing type non-water hammer check valve device that safely and accurately prevents water hammer action caused by backflow of water.
(ロ) 従来の技術
送水管路に設けた逆止弁が、ポンプ停止後管内
流れの変化に的確に応動できず、逆流過程におい
て着座すると、弁閉鎖の瞬間に、弁下流側で水撃
現象を生じ、また管路条件によつては、水柱分離
による水撃をも誘発して、重大事故に至ることが
ある。(b) Conventional technology If a check valve installed in a water supply pipeline fails to respond appropriately to changes in the flow in the pipe after the pump is stopped, and the check valve is seated during the backflow process, a water hammer phenomenon occurs on the downstream side of the valve at the moment the valve closes. Depending on the pipeline conditions, water column separation may also induce water hammer, leading to serious accidents.
従来、この問題に対処する逆止弁装置として、
例えば、特公昭40−3654号「無水撃揚水装置」、
特公昭51−25930号「無水撃揚水装置の改良」等
の、一連の発明があり、それらが広く活用されて
きたことはよく知られており、本発明はこの無水
撃揚水装置の技術的思想に依拠するものである。 Conventionally, check valve devices to deal with this problem,
For example, Special Publication No. 40-3654 "Non-water hammer pumping device",
It is well known that there have been a series of inventions such as Japanese Patent Publication No. 51-25930 ``Improvement of non-water hammer pumping device'' and that these inventions have been widely utilized.The present invention is based on the technical idea of this non-water hammer pumping device. It is based on
(ハ) 発明が解決しようとする問題点
従来技術である、上記の無水撃揚水装置は、そ
れ以前から、一般化していた水撃作用発生に関す
る、曖昧な概念を脱した、技術思想に基づいて、
該逆止弁の弁箱内流路を、より広く滑ららかに
し、弁リフトを適切にし、そして弁体部の構造
を、更に可動的に構成するなど、抜本的改良の施
されていることが、該発明(特公昭51−25930号)
公報記載の「無水撃揚水装置の改良」明細書の記
載から容易に伺える。(c) Problems to be solved by the invention The above-mentioned non-water hammer pumping device, which is a prior art technology, is based on a technical idea that escapes the ambiguous concept regarding the occurrence of water hammer effect, which had been common since then. ,
The check valve has undergone fundamental improvements, such as making the flow path in the valve box wider and smoother, making the valve lift more appropriate, and making the structure of the valve body more movable. However, the invention (Japanese Patent Publication No. 51-25930)
This can be easily seen from the description in the specification of ``Improvement of non-water hammer pumping device'' published in the official gazette.
しかしながら、このようなスイング型無水撃逆
止弁装置に於いても、例えば、隣接するポンプに
よる並列運転中、急にその一台が停止したとき
に、ポンプ出口側で見るような、激しい逆流加速
度が加わる場合には、弁の着座遅れも甚だしく、
尚、水撃作用を誘発する欠点があつた。 However, even in such a swing type non-water hammer check valve device, for example, when one of the adjacent pumps suddenly stops during parallel operation, the severe backflow acceleration seen at the pump outlet side can occur. If this happens, the valve seating delay will be severe,
However, it had the disadvantage of inducing water hammer effect.
そして、その欠点解消にあたつては、次の問題
点を解決をする必要のあることが判つた。 In order to eliminate these shortcomings, it was found that the following problems needed to be solved.
A 元来、スイング型逆止弁装置は、第3図でも
判るように、構造上、流れは弁体部の前面にそ
い流過し、弁体部背面側流路に死水域を形成す
傾向があり、この死水域が弁の着座運動遅延の
原因となつて水撃を誘発することもある。A: As can be seen in Figure 3, swing-type check valve devices originally have a tendency for the flow to flow toward the front of the valve body, forming a dead zone in the flow path on the back side of the valve body. This dead area may cause a delay in the valve seating movement and induce water hammer.
B また、スイング型逆止弁装置においては、そ
の弁体部は、あたかも通路に向かつて開かれた
ドアーのように、大きく開かれやすく、弁の開
き角度が大きくなり過ぎて、弁体部の全開位置
から、着座までの変位距離が長くなり、いきお
い、弁着座に要する時間がかかり過ぎる恨みが
あつた。B In addition, in a swing type check valve device, the valve body tends to be opened wide, as if it were a door opened toward a passage, and the opening angle of the valve becomes too large, causing the valve body to open wide. The displacement distance from the fully open position to the valve seating became longer, and there was a growing resentment that it took too long for the valve to seat.
以上、A,Bで述べた問題点は、複雑な条件
が絡み合つた瞬時の出来事であり、事実上これ
まで、その適切な解消は、容易でないと見られ
ていた。そしてそれは、従来、水撃を防止する
逆止弁装置として、広く用いられてきた特公昭
51−25930号公報記載の「無水撃揚水装置の改
良」に係るスイング型無水撃逆止弁装置におい
ても、なお未到の技術であつた。 The problems mentioned above in A and B are instantaneous events that are intertwined with complex conditions, and until now, in fact, it has been considered difficult to appropriately resolve them. And it is based on the Tokko Showa, which has been widely used as a check valve device to prevent water hammer.
The swing type non-water hammer check valve device according to "Improvement of non-water hammer pumping device" described in Publication No. 51-25930 was still an undeveloped technology.
C 従来、スイング型逆止弁装置の弁閉鎖時間を
短縮しようとして、弁箱側にストツパーを設け
て、弁の開き具合を小さく抑えるようにする姑
息な手段が、安易に慣用されていた。C. Conventionally, in an attempt to shorten the valve closing time of a swing type check valve device, a palliative measure has been easily used in which a stopper is provided on the valve box side to keep the opening of the valve small.
しかし、このようにしたスイング型逆止弁装
置においては、定常運転時、すなわち所定最大
流量時、弁の開き始めに比べ、流れから受ける
弁開力が著しく増大し、弁体部は、強くストパ
ーに押し付けられ、ストツパー当接面に生じる
抗力(弁閉鎖運動に寄与しない)と、弁開力
と、弁閉力との3作用力の釣り合いにより、半
開き状に安定させられる。 However, in such a swing type check valve device, during steady operation, that is, at a predetermined maximum flow rate, the valve opening force received from the flow increases significantly compared to when the valve begins to open, and the valve body strongly pushes against the stopper. The half-open state is stabilized by the balance of the three acting forces: the drag force (which does not contribute to the valve closing movement), the valve opening force, and the valve closing force that is pressed against the stopper and generated on the stopper contact surface (which does not contribute to the valve closing movement).
よつて、正方向流れが減少し始めて、弁開力
が衰え始めても、後しばらく、すなわち、弁開
力が弁閉力と拮抗するに至るまで(ストツパー
での抗力がゼロになる時まで)、弁体部は閉鎖
運動を始めることができない。 Therefore, even if the forward flow begins to decrease and the valve opening force begins to decline, it will continue for a while, that is, until the valve opening force becomes competitive with the valve closing force (until the resistance at the stopper becomes zero). The valve body cannot initiate a closing movement.
従つて、この消息からすれば、弁の閉鎖遅れ
は当然のことであるが、そればかりか、幾らこ
のストツパーを高くし弁開度を小さく抑えて
も、なんら、弁閉鎖遅れの改善にも、また水撃
防止の役にも立たず、ただ無意味に弁損失を増
すだけであることが判る。 Therefore, from this news, it is natural that the valve closes late, but no matter how high the stopper is and the valve opening is kept small, it will not improve the valve closing delay in any way. It also turns out that it is of no use in preventing water hammer, and merely increases valve loss pointlessly.
しかも、このようにストツパーで弁を抑え付
け、弁抵抗を大きくした逆止弁は、実際上、ポ
ンプ急停止の場合、弁下流側に負圧を成長させ
て、水柱分離による水撃作用の派生という、不
測の事故を招く危険すら潜在させる。 Moreover, a check valve that suppresses the valve with a stopper and increases valve resistance actually causes negative pressure to grow downstream of the valve in the event of a sudden pump stop, resulting in a water hammer effect due to water column separation. There is even a potential risk of causing an unexpected accident.
この発明は、無水撃揚水装置に介装するスイン
グ型逆止弁装置の、水撃作用防止対策上、大きな
課題であつた弁着座遅れの要因を、普遍的な、原
則的手段により抜本的に解消させ、該弁装置を弁
損失少なく、かつ流れの変化に的確に応動する逆
止弁装置となすことにより、無水撃揚水装置の改
良を図るのを目的とするものである。 This invention fundamentally solves the cause of the delay in valve seating, which was a major problem in preventing the water hammer effect of swing-type check valve devices installed in non-water hammer pumping devices, by universal and principled means. The purpose of this invention is to improve the non-water hammer pumping device by solving the problem and making the valve device a check valve device that has less valve loss and responds accurately to changes in flow.
(ニ) 問題点を解決するための手段
上記の目的を達成するために、本発明のスイン
グ型無水撃逆止弁装置は、弁体部の開き位置が、
弁箱内流路の中程にあるとき、すなわち、この弁
体部の下流側端部が弁室内流路である管路軸線近
傍に達する弁全開位置にあり、揚水の所定最大流
れから受ける弁開力に対して、拮抗する弁閉力が
働くよう構成させた弁閉力部材を装備したもので
ある。(d) Means for solving the problem In order to achieve the above object, the swing type non-water hammer check valve device of the present invention has a valve body whose opening position is
When the valve body is in the middle of the flow path in the valve box, that is, the downstream end of the valve body is in the valve fully open position reaching near the pipe axis, which is the flow path in the valve chamber, and the valve receives a predetermined maximum flow of pumped water. It is equipped with a valve closing force member configured to apply a valve closing force that is counterbalanced to the opening force.
そして、上記の場合、弁体部は、その外周面を
抱擁流過する構造の流れ中において、浮揚状態に
安定保持せられ、流れの急激な変動に際しても、
何ら弁着座運動の阻害要因を残さない。 In the above case, the valve body part is stably maintained in a floating state in the flow of the structure that hugs its outer peripheral surface, and even when there is a sudden change in the flow,
There is no obstruction to valve seating movement.
つぎに、本発明を、実施例に基づき図面を参照
して、さらに具体的に説明する。 Next, the present invention will be described in more detail based on examples and with reference to the drawings.
図面は本発明のスイング型無水撃逆止弁装置に
おいて、所定最大流量時に、弁体部を、全開位置
まで開かせた状態の断面図を示す。 The drawing shows a sectional view of the swing type non-water hammer check valve device of the present invention in a state where the valve body is opened to a fully open position at a predetermined maximum flow rate.
第1図、第2図に示す第1実施例において、1
は弁箱2の入口流路部、3はその出口流路部であ
つて、入口流路部1に入口流路aを、出口流路部
3には出口流路bを、それぞれ管路部8,9の中
心とほぼ同心的に構成させてある。4は入口流路
aの端部において、水平面と傾斜して設けられた
弁座であつて、弁室への入口である弁座開口11
が設けてある。また、17は弁体部の下流側端部
7付近に位置し、これに臨ませ形成させた弁室出
口であり、分流路14,15の集合流路の入り口
となる。そして弁体部の下流側端部7は、弁全開
時に、弁室出口17の管路軸線近傍に位置する。 In the first embodiment shown in FIGS. 1 and 2, 1
3 is the inlet flow path portion of the valve box 2, and 3 is the outlet flow path portion thereof, where the inlet flow path portion 1 has an inlet flow path a, the outlet flow path portion 3 has an outlet flow path b, and the pipe portions are respectively It is constructed almost concentrically with the center of numbers 8 and 9. Reference numeral 4 denotes a valve seat provided at an end of the inlet flow path a, inclined with respect to the horizontal plane, and includes a valve seat opening 11 which is the entrance to the valve chamber.
is provided. Reference numeral 17 denotes a valve chamber outlet located near the downstream end 7 of the valve body portion and formed to face this, and serves as an entrance to a converging flow path of the branch flow paths 14 and 15. The downstream end portion 7 of the valve body portion is located near the pipe axis of the valve chamber outlet 17 when the valve is fully opened.
この集合流路17の入り口の形状は弁室の入り
口である弁座開口11の広さを基準に設定される
が、本実施例では簡単のために、その口径を弁座
開口11とほゞ等しく形成させた。 The shape of the entrance of the collective flow path 17 is set based on the width of the valve seat opening 11, which is the entrance of the valve chamber, but in this embodiment, for simplicity, its diameter is approximately the same as that of the valve seat opening 11. formed equally.
5は、弁体部であつて、弁閉鎖部材5aとこれ
に一体的に構成させた弁閉力部材5b及び、ちよ
うつがい部5cを備えてなる弁部材の総称とす
る。 Reference numeral 5 denotes a valve body portion, which is a general term for a valve member comprising a valve closing member 5a, a valve closing force member 5b integrally formed therewith, and a connecting portion 5c.
そしてこの弁体部5は、その上流端側をちよう
つがい部5cを介して、回動支軸6により回動自
在に支持されている。 The valve body portion 5 is rotatably supported by a pivot shaft 6 at its upstream end via a coupling portion 5c.
弁閉力部材5bは、弁体部5に対して、常時、
所定の外力(弁閉力と称し、重力、ばね力、等か
らなる)を、閉じる方向に働かせた部材からな
り、できるだけ流れを乱さない構造に形成され
る。 The valve closing force member 5b always acts with respect to the valve body portion 5.
It is made of a member that applies a predetermined external force (referred to as valve closing force, consisting of gravity, spring force, etc.) in the closing direction, and is formed in a structure that does not disturb the flow as much as possible.
そして、この弁閉力の大きさは、弁体部5が全
開位置にあるとき所定最大流量の流れから受ける
開く方向への作用力、即ち弁開力の大きさに釣り
合う力に等しくなるように設定するものとする。 The magnitude of this valve closing force is set to be equal to the acting force in the opening direction received from the flow of the predetermined maximum flow rate when the valve body portion 5 is in the fully open position, that is, the force balanced with the magnitude of the valve opening force. shall be set.
なお具体的手順には、所定最大流量の揚水状態
において、弁閉力部材5bの作用力(図示例では
重さ)を適宜調節しつゝ弁体部5を全開の位置に
おいて浮揚状態に釣合わせる等もある。 The specific procedure includes, in a pumping state with a predetermined maximum flow rate, adjusting the acting force (weight in the illustrated example) of the valve closing force member 5b as appropriate to balance the valve body 5 to a floating state at the fully open position. etc.
上述の所定最大流量時における弁開力を所定最
大弁開力と呼称し、これに拮抗するよう設定した
弁閉力を所定弁閉力と呼称するが、これらは共に
本発明を構成する基礎的な要素である。 The valve opening force at the above-mentioned predetermined maximum flow rate is called the predetermined maximum valve opening force, and the valve closing force set to counteract this is called the predetermined valve closing force, but both of these are fundamental components of the present invention. This is an important element.
なお、16は、所定最大流量時に、弁体部5が
拮抗保持されているとき、不規則な流量変動によ
る揺動を適宜制止する緩衝装置で、弁箱と弁体部
との間に介装した適当な形状の弾性体である。 Reference numeral 16 denotes a buffer device that appropriately suppresses rocking due to irregular flow rate fluctuations when the valve body 5 is held in opposition at a predetermined maximum flow rate, and is interposed between the valve box and the valve body. It is an elastic body with a suitable shape.
以上の構成において、弁座開口11から弁室内
の流路12に流入した流れは、全開状態にある弁
開口13から弁室内流路14に流出する。このと
き、弁体部5は、その下流側端部7を、弁室出口
である集合流路17のほゞ中央位置に臨ませ、弁
室を斜めに分ける形で浮揚状に安定していて、そ
の背面側には分流路15を、また弁体部側面側を
巡り下方弁開口13にかけては分流路14を構成
し、流れは、弁体部をその側面から背面に亙り抱
擁する流れ構造を形成する。 In the above configuration, the flow that flows into the flow path 12 in the valve chamber from the valve seat opening 11 flows out into the flow path 14 in the valve chamber from the valve opening 13 in the fully open state. At this time, the valve body portion 5 is stabilized in a floating manner with its downstream end 7 facing approximately the center of the collective flow path 17, which is the valve chamber outlet, and dividing the valve chamber diagonally. , a branch channel 15 is formed on the back side of the valve body, and a branch channel 14 is formed around the side surface of the valve body part to the lower valve opening 13, and the flow has a flow structure that hugs the valve body part from the side face to the back face. Form.
(ホ) 作用
上記のように構成したスイング型無水撃逆止弁
装置では、所定最大流量時において、弁体部5が
弁室内流れの中程において、弁開力と弁閉力との
釣り合いのもとに、浮揚状態で保持せられている
関係上、弁付近の流れに、急に激しい逆流加速度
が加わり、その流速がが減少し始めても、殆ど同
時に、該弁の着座運動を始めさせられる。(E) Effect In the swing type non-water hammer check valve device configured as described above, at a predetermined maximum flow rate, the valve body portion 5 adjusts the balance between the valve opening force and the valve closing force in the middle of the flow in the valve chamber. Because the valve is originally held in a floating state, even if severe backflow acceleration is suddenly applied to the flow near the valve and the flow velocity begins to decrease, the valve can be caused to begin its seating motion almost at the same time. .
かくて本発明は、従来実際上、無くするのが至
難とせられた、この弁着座遅れの問題点を、その
動き初めの瞬間の問題として把握し、そのスター
ト遅れを解消させる課題を達成した。そしてこの
手段は、あらゆる揚水装置において、普遍的に適
用できる原則的、かつ抜本的な手段であつて、そ
の意義は甚だ大きい。 Thus, the present invention has solved the problem of the valve seating delay, which has conventionally been considered extremely difficult to eliminate, as a problem at the moment of the start of movement, and has achieved the problem of eliminating the start delay. This method is a fundamental and fundamental method that can be universally applied to all types of water pumping equipment, and its significance is enormous.
尚、本発明においては、弁室内流れは、弁体部
5を抱擁する形をとり集合流路17に向けて押し
流されて行く構造となるので、いきおい、淀み個
所などによる弁運動阻害の問題も解消された。 In the present invention, the flow in the valve chamber embraces the valve body portion 5 and is forced toward the collecting flow path 17, so there is no problem of obstruction of valve movement due to stagnation or stagnation. It has been resolved.
(ヘ) 実施例
以上説明たとおり、本発明のスイング型無水撃
逆止弁装置は、揚水装置の水撃防止に顕著な作用
効果が得られ、そして本発明の要旨にそい、種々
構造的変化を加えて、実施上の普遍的要請に応え
ることが可能である。すなわち、製作や使用の都
合によつては、例えば第1図に示した実施例にお
いて、弁閉力部材5bの作用力の一部を、緩衝部
材16に受け持たせることもできる。(F) Examples As explained above, the swing type non-water hammer check valve device of the present invention has a remarkable effect on preventing water hammer in a pumping device, and in accordance with the gist of the present invention, various structural changes have been made. In addition, it is possible to meet universal implementation requirements. That is, depending on the circumstances of manufacture and use, for example, in the embodiment shown in FIG. 1, a part of the acting force of the valve closing force member 5b may be borne by the buffer member 16.
なお例えば、弁座の傾斜角についても、それが
ほゞ90゜即ち入口流線に対しほヾ直角なものであ
つても、それなりの効果が得られることは勿論な
がら、説明例として示した第1図に示すような弁
座傾斜角60゜のものは、構造上汎用的のものとし
て、性能的にも、製造的にも優れており、産業上
の効果は甚だ大きい。 For example, even if the angle of inclination of the valve seat is approximately 90 degrees, that is, approximately perpendicular to the inlet flow line, a certain effect can be obtained. The valve seat with an inclination angle of 60 degrees, as shown in Figure 1, has a general-purpose structure and is superior in terms of performance and manufacturing, and has enormous industrial effects.
なお、この傾斜角を更に小さくして行き、弁座
の開口を楕円状、または長方形状、台形状等にし
て行くに従い(弁体形状も流路形状もそれに適す
る構造となるは勿論である)、所定の弁開口面積
に対し弁リフトを小さくとることが可能である。
この場合には、弁箱および弁体部の幅と長さの比
を小さくできるので、強度的構造設計、並びに製
作に好都合であり、しかも作用効果がよく、殊に
巨大口径管路の無水撃揚水装置に甚だ好適となる
特徴がある。 In addition, as this angle of inclination is further reduced and the opening of the valve seat is made into an elliptical, rectangular, or trapezoidal shape, etc. (of course, the valve body shape and flow path shape will become suitable structures). , it is possible to make the valve lift small for a predetermined valve opening area.
In this case, the ratio of the width and length of the valve body and the valve body can be reduced, which is convenient for strong structural design and manufacturing. It has characteristics that make it extremely suitable for water pumping equipment.
第4図は、上述のようにして、弁座傾斜を小さ
くし、ゼロに近づけた本発明の一実施態様例を示
すものであつて、その構成要部に付した説明符号
は第3図にならい、第1図に示す部分の符号の数
字に30を加え、例えば弁体部35、分流路4
4,45のように表示した。なお、46は弾性部
材からなる緩衝装置とする。 FIG. 4 shows an embodiment of the present invention in which the valve seat inclination is reduced to near zero as described above. Similarly, add 30 to the numbers shown in FIG.
It was displayed as 4.45. Note that 46 is a shock absorber made of an elastic member.
(ト) 発明の効果
この発明は以上説明したように、簡単な構造に
おいて、特に大規模送水施設の各所に設置する大
口径逆止弁装置どにおいて、設計、製造、実用テ
スト、安全性、信頼性、そして維持管理、のあら
ゆる面で優れた効果を挙げることができ、その実
施効果は従来技術と比較して極めて大きい。(G) Effects of the Invention As explained above, this invention has a simple structure, and is particularly suitable for large-diameter check valve devices installed at various locations in large-scale water supply facilities, etc. It can produce excellent effects in all aspects of performance, maintenance, and management, and its implementation effects are extremely large compared to conventional techniques.
第1図…この発明の第一実施例を示す縦断面
図、第2図…この発明の第一実施例を示す平面
図、第3図…従来例を示す縦断面図、第4図…こ
の発明の第2実施例を示す縦断面図。
1,31……入口流路部、2……弁箱、3,3
3……出口流路部、4,34……弁座、5,35
……弁体部、5a……弁閉鎖部、5b……弁閉力
部材、5c,……ちようつがい部、6,36……
回動支軸、7,37……下流側端部、8,9,…
…管路部、10,40……弁箱蓋、11,41…
…弁座開口、12……流路、13……弁開口、1
4,15,……分流路、16,46……緩衝装
置、17,47……集合流路、a……入口流路、
b……出口流路。
Fig. 1... A vertical sectional view showing the first embodiment of the present invention, Fig. 2... A plan view showing the first embodiment of the invention, Fig. 3... A longitudinal sectional view showing the conventional example, Fig. 4... This FIG. 7 is a vertical cross-sectional view showing a second embodiment of the invention. 1, 31... Inlet channel section, 2... Valve box, 3, 3
3... Outlet flow path section, 4, 34... Valve seat, 5, 35
...Valve body part, 5a...Valve closing part, 5b...Valve closing force member, 5c,...Choice coupling part, 6, 36...
Rotation shaft, 7, 37... Downstream end, 8, 9,...
... Pipe section, 10, 40... Valve box lid, 11, 41...
... Valve seat opening, 12 ... Channel, 13 ... Valve opening, 1
4, 15, ... branch flow path, 16, 46 ... buffer device, 17, 47 ... collective flow path, a ... inlet flow path,
b...Exit flow path.
Claims (1)
設けるとき、該逆止弁装置の弁体部5,35を、
揚水の所定最大流量時に、流れから受ける開く方
向への力、すなわち所定最大弁開力に対し、ほぼ
拮抗する閉じる方向への外力、すなわち所定弁閉
力を発揮する弁閉力部材により、その下流側端部
7,37が弁室内流路である管路軸線近傍にくる
弁全開位置に保持させ、そして、弁体部外周面と
これに対応する弁箱内壁面との間には、弁体部を
側面から背面に亙り、抱擁する形状の分流路1
4,15,44,45を構成させて、弁体部5,
35の前面側、側面側、および背面側の流路から
の流出流の集合流路17,47を、弁体部5,3
5の下流側端部7,37に臨み構成させたスイン
グ型無水撃逆止弁装置。 2 弁体部5,35が、所定最大流量時にこの流
れから受ける弁開力に拮抗する力を持たせた弁閉
力部材により、保持される開き位置に於いて作用
させる緩衝装置16,46を、弁箱と弁体部背面
との間に設けた特許請求の範囲第1項記載のスイ
ング型無水撃逆止弁装置。 3 弁座4の閉鎖面が入口流路aにおける流線と
なす角度を、ほぼ60゜に構成した特許請求の範囲
第1項記載のスイング型無水撃逆止弁装置。 4 弁体部35の形状を幅に比べ流れ方向に長く
構成してなる特許請求の範囲第1項記載のスイン
グ型無水撃逆止弁装置。[Claims] 1. When a swing type check valve device is provided in a water pumping device, the valve body portions 5, 35 of the check valve device are
At the time of the predetermined maximum flow rate of pumped water, the valve closing force member exerts an external force in the closing direction that is almost equal to the force in the opening direction received from the flow, that is, the predetermined maximum valve opening force, i.e., the predetermined valve closing force. The valve is held in a fully open position where the side ends 7 and 37 are near the pipe axis, which is the flow path in the valve chamber, and a valve body is disposed between the outer peripheral surface of the valve body and the corresponding inner wall of the valve body. A branch channel 1 having a shape that extends from the side to the back and embraces the part.
4, 15, 44, 45 to form the valve body portion 5,
The collecting flow paths 17, 47 of the outflow flows from the front side, side side, and back side flow paths of the valve body portions 5, 3
5. A swing type non-water hammer check valve device configured to face downstream ends 7, 37 of 5. 2. The shock absorbers 16, 46 are operated when the valve bodies 5, 35 are held in the open position by a valve closing force member that has a force that counteracts the valve opening force received from the flow at a predetermined maximum flow rate. The swing type non-water hammer check valve device according to claim 1, which is provided between the valve box and the back surface of the valve body part. 3. The swing type non-water hammer check valve device according to claim 1, wherein the angle between the closing surface of the valve seat 4 and the streamline in the inlet flow path a is approximately 60 degrees. 4. The swing type non-water hammer check valve device according to claim 1, wherein the shape of the valve body portion 35 is longer in the flow direction than the width thereof.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3903279A JPS55132471A (en) | 1979-03-30 | 1979-03-30 | Swing type check valve to be provided in pipeline |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3903279A JPS55132471A (en) | 1979-03-30 | 1979-03-30 | Swing type check valve to be provided in pipeline |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS55132471A JPS55132471A (en) | 1980-10-15 |
JPS6360274B2 true JPS6360274B2 (en) | 1988-11-24 |
Family
ID=12541760
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3903279A Granted JPS55132471A (en) | 1979-03-30 | 1979-03-30 | Swing type check valve to be provided in pipeline |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS55132471A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1995020735A1 (en) * | 1994-01-31 | 1995-08-03 | Kabushiki Kaisha Yokota Seisakusho | Compound action type non-water hammering check valve device |
WO1997038249A1 (en) * | 1996-04-09 | 1997-10-16 | Kabushiki Kaisha Yokota Seisakusho | Variable by-pass slow-closing check valve device |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011214602A (en) * | 2010-03-31 | 2011-10-27 | Hochiki Corp | Flowing water detecting device |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5125930A (en) * | 1974-08-28 | 1976-03-03 | Sharp Kk |
-
1979
- 1979-03-30 JP JP3903279A patent/JPS55132471A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5125930A (en) * | 1974-08-28 | 1976-03-03 | Sharp Kk |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1995020735A1 (en) * | 1994-01-31 | 1995-08-03 | Kabushiki Kaisha Yokota Seisakusho | Compound action type non-water hammering check valve device |
WO1997038249A1 (en) * | 1996-04-09 | 1997-10-16 | Kabushiki Kaisha Yokota Seisakusho | Variable by-pass slow-closing check valve device |
US6102072A (en) * | 1996-04-09 | 2000-08-15 | Kabushiki Kaisha Yokota Seisakusho | Water-hammerless check valve |
Also Published As
Publication number | Publication date |
---|---|
JPS55132471A (en) | 1980-10-15 |
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