JP4152875B2 - Water hammer relief faucet device - Google Patents

Water hammer relief faucet device Download PDF

Info

Publication number
JP4152875B2
JP4152875B2 JP2003427354A JP2003427354A JP4152875B2 JP 4152875 B2 JP4152875 B2 JP 4152875B2 JP 2003427354 A JP2003427354 A JP 2003427354A JP 2003427354 A JP2003427354 A JP 2003427354A JP 4152875 B2 JP4152875 B2 JP 4152875B2
Authority
JP
Japan
Prior art keywords
water
valve
pressure
pressure chamber
orifice
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2003427354A
Other languages
Japanese (ja)
Other versions
JP2005188550A (en
Inventor
山 卓 也 畠
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.)
URO Electronics Ind Co Ltd
Original Assignee
URO Electronics Ind Co Ltd
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 URO Electronics Ind Co Ltd filed Critical URO Electronics Ind Co Ltd
Priority to JP2003427354A priority Critical patent/JP4152875B2/en
Publication of JP2005188550A publication Critical patent/JP2005188550A/en
Application granted granted Critical
Publication of JP4152875B2 publication Critical patent/JP4152875B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Description

本発明は、手動もしくは電磁ソレノイドにより開閉される弁を有し、操作に応じて給水および給水停止を行う水栓装置に係り、とくに開閉に伴う水撃を生じない水栓装置に関する。   The present invention relates to a faucet device that has a valve that can be opened or closed manually or by an electromagnetic solenoid, and relates to a faucet device that performs water supply and water supply stop according to an operation, and more particularly to a water faucet device that does not cause water hammer due to opening and closing.

既設の小便器に設置して自動給水化するための水栓として、電池駆動型の水栓装置が提供されている。この種の水栓装置として、図5に示すものがある。図5(a)は開状態を、図5(b)は閉状態をそれぞれ示している。
この図5に示すように、1次側給水路101と2次側排水路102との間に設けられたダイアフラム弁103のプレート部に、ダイアフラム背後の圧力室104と2次側排水路102とを結ぶ通水路105を設けて、この通水路105をパイロット弁106により開閉するようにしている。パイロット弁106は、プランジャ107の上下動により開閉する。
A battery-driven faucet device has been provided as a faucet for installing in an existing urinal and automatically supplying water. An example of this type of faucet device is shown in FIG. FIG. 5A shows the open state, and FIG. 5B shows the closed state.
As shown in FIG. 5, the pressure chamber 104 behind the diaphragm, the secondary drainage channel 102, and the plate portion of the diaphragm valve 103 provided between the primary water supply channel 101 and the secondary drainage channel 102 A water passage 105 is provided, and the water passage 105 is opened and closed by a pilot valve 106. The pilot valve 106 opens and closes when the plunger 107 moves up and down.

ここで、通水路105をパイロット弁106で閉じて弁を通る水流を止めると、水流の停止が急激に行われるため、水撃が発生し易い。水撃は、管路を伝播していき、大音響を伴うことがある。   Here, when the water flow path 105 is closed by the pilot valve 106 and the water flow through the valve is stopped, the water flow is stopped rapidly, and thus water hammer is likely to occur. A water hammer propagates through a pipeline and may be accompanied by a loud sound.

また、図6(a),(b)に示すように、1次給水路201と2次排水路202との間にピストン弁203を設け、ピストン弁203の圧力室204と2次排水路202とを結ぶ通水路205を、外部に設けたパイロット弁206によって開閉するものもある。そして、このピストン弁でも同様に水撃現象が発生している。   6A and 6B, a piston valve 203 is provided between the primary water supply channel 201 and the secondary drainage channel 202, and the pressure chamber 204 of the piston valve 203 and the secondary drainage channel 202 are provided. In some cases, a water passage 205 connecting the two is opened and closed by a pilot valve 206 provided outside. The water hammer phenomenon occurs in this piston valve as well.

このような水撃現象を解消するには、パイロット弁により開閉される穴の径とダイアフラム弁の圧力室を結ぶオリフィスの径との比で、ダイアフラム弁が閉じるに要する時間を調整することができることは知られている。   In order to eliminate such a water hammer phenomenon, the time required for the diaphragm valve to close can be adjusted by the ratio of the diameter of the hole opened and closed by the pilot valve and the diameter of the orifice connecting the pressure chambers of the diaphragm valve. Is known.

しかしながら、これらの穴径は、水撃対策だけで決めることができない。パイロット弁の穴径は、使用する水圧の範囲、プランジャを駆動するための回路電源である電池寿命を基に、概ね1.0mmφ前後に設計される。そして、オリフィスの径は、ゴミとか水中含有成分の詰まりを考慮して0.5mmφとすることが多い。この穴径比であると、水撃が発生し易い。   However, these hole diameters cannot be determined only by countermeasures against water hammer. The hole diameter of the pilot valve is designed to be approximately 1.0 mmφ based on the range of water pressure to be used and the battery life as a circuit power source for driving the plunger. The diameter of the orifice is often set to 0.5 mmφ in consideration of clogging of dust or components contained in water. Water hammer is likely to occur at this hole diameter ratio.

他方、ピストン弁をフラッシュ弁の本体内部に組み込むものがあり、その場合、水撃現象が起きても気にならない程度である。   On the other hand, some piston valves are incorporated in the main body of the flush valve, and in such a case, the water hammer phenomenon does not matter.

しかしながら、装置全体がコンパクトに構成できない問題がある。すなわち、パイロット弁の弁座部を開いて圧力室の排水をするためフラッシュ弁の本体外部に排水路を設ける結果、寸法が大きくなる。   However, there is a problem that the entire apparatus cannot be configured compactly. That is, as a result of providing a drainage channel outside the main body of the flush valve for opening the valve seat portion of the pilot valve and draining the pressure chamber, the dimensions increase.

本発明は上述の点を考慮してなされたもので、ダイアフラム弁を用いながら水撃現象を生じない水栓装置を提供することを目的とする。   The present invention has been made in consideration of the above points, and an object thereof is to provide a faucet device that does not cause a water hammer phenomenon while using a diaphragm valve.

上記目的達成のため、本発明では、
請求項1記載の、
所定の水圧を有する水が供給される1次給水路と2次排水路との間を開閉して給水および給水停止を行うダイアフラム弁、このダイアフラム弁の背後に設けられた圧力室、操作に応じて開閉することにより前記圧力室の水圧を加減して前記1次給水路の水圧を作用させることにより前記ダイアフラム弁の開閉を行うパイロット弁を有し、前記圧力室と前記2次排水路とを結び、途中に前記パイロット弁が設けられた通水路と、前記圧力室の通水を緩やかに行い、該圧力室の水圧を緩慢に変化させる水圧変化緩和手段とをそなえ、前記パイロット弁を開くことにより前記圧力室の水圧を低下させ、前記ダイアフラム弁の弁体を前記1次給水路の水圧によって移動させて弁を開き、前記パイロット弁を閉じることにより前記圧力室の水圧を上昇させ、前記ダイアフラム弁の弁体を前記圧力室の水圧によって移動させて弁を閉じるようにした水栓装置において、前記水圧変化緩和手段は、前記ダイアフラム弁の弁体に設けられたオリフィスと、前記オリフィスの内径よりも細い外径を有し、前記水栓装置本体に設けられ、前記ダイアフラム弁の移動に応じて前記オリフィスに出入し、該オリフィスの横断面積を変化させるピンと、をそなえ、前記圧力室の圧力変化を緩慢化させるようにしたことを特徴とする水栓装置、
および請求項2記載の、請求項1記載の水栓装置における前記オリフィスは、前記ピンが挿入される側が大径で反対側が小径である水栓装置、
を提供するものである。
In order to achieve the above object, in the present invention,
Claim 1
Diaphragm valve that opens and closes between the primary water supply channel and the secondary drainage channel to which water having a predetermined water pressure is supplied to stop water supply and water supply, a pressure chamber provided behind the diaphragm valve, depending on the operation the have a pilot valve for opening and closing the diaphragm valve by by adjusting the pressure in the pressure chamber exerting a pressure of the primary water supply passage by opening and closing Te, and the second drainage path and the pressure chamber The pilot valve is provided with a water passage provided with the pilot valve in the middle and water pressure change mitigating means for gently passing water through the pressure chamber and slowly changing the water pressure in the pressure chamber. The water pressure in the pressure chamber is reduced by the above, the valve body of the diaphragm valve is moved by the water pressure in the primary water supply channel, the valve is opened, and the water pressure in the pressure chamber is increased by closing the pilot valve. In the faucet device in which the valve body of the diaphragm valve is moved by the water pressure of the pressure chamber to close the valve , the water pressure change mitigating means includes an orifice provided in the valve body of the diaphragm valve, and the orifice And a pin that is provided in the faucet device main body and that moves in and out of the orifice in accordance with the movement of the diaphragm valve and changes the cross-sectional area of the orifice. A faucet device characterized by slowing the pressure change of
And the orifice in the faucet device according to claim 1, wherein the side into which the pin is inserted has a large diameter and the opposite side has a small diameter.
Is to provide.

本発明は上述のように、ダイアフラム弁に隣接して設けられた圧力室の圧力変化を緩慢化するように構成したため、水栓の開閉の際における水撃発生を有効に抑制することができる。   Since the present invention is configured to slow down the pressure change in the pressure chamber provided adjacent to the diaphragm valve as described above, it is possible to effectively suppress the occurrence of water hammer when the faucet is opened and closed.

以下、添付図面を参照して本発明の実施形態を説明する。   Embodiments of the present invention will be described below with reference to the accompanying drawings.

実施の形態Embodiment

図1は、本発明の一実施例の内部構造を示す縦断面図である。この実施例は、ダイアフラム弁を用いた水栓装置であり、図示右側の1次給水路と図示下側の2次排水路との間に配されている。そして、1次給水路から供給された水を2次排水路に給水したり停止したりするために、図示中央上部にあるダイアフラム弁が設けられており、ダイアフラム弁の開閉制御を図示中央下部にあるパイロット弁によって行う構成となっている。パイロット弁は、ソレノイド駆動されるラッチング方式のものであり、ソレノイドは電池を電源とし、人の手を感知するセンサの信号に応動する開閉制御回路によって駆動される。   FIG. 1 is a longitudinal sectional view showing the internal structure of an embodiment of the present invention. This embodiment is a faucet device using a diaphragm valve, and is arranged between a primary water supply channel on the right side of the figure and a secondary drainage channel on the lower side of the figure. In order to supply or stop the water supplied from the primary water supply channel to the secondary drainage channel, a diaphragm valve at the upper center of the figure is provided, and the opening / closing control of the diaphragm valve is performed at the lower center of the figure. The configuration is performed by a certain pilot valve. The pilot valve is of a latching type driven by a solenoid, and the solenoid is driven by an open / close control circuit that uses a battery as a power source and responds to a signal of a sensor that senses a human hand.

この図1において、センサ1は図示中央左側部に設けられており、このセンサ1の出力信号により制御回路3がラッチングソレノイド2を作動させて、プランジャ5を図示上下方向に移動させる。そして、プランジャ5を上に引き上げるとパイロット弁6が開、下に引き下げると閉となる。   In FIG. 1, the sensor 1 is provided on the left side of the center in the figure, and the control circuit 3 operates the latching solenoid 2 by the output signal of the sensor 1 to move the plunger 5 in the vertical direction in the figure. When the plunger 5 is pulled up, the pilot valve 6 is opened, and when the plunger 5 is pulled down, the pilot valve 6 is closed.

パイロット弁6は、ダイアフラム弁4の上部に隣接して設けられた圧力室7に連通する2次排水路(図示せず)の途中に設けられている。そして、パイロット弁6を開くと圧力室の圧力が低下してダイアフラム弁4に与えていた圧力を減じ、1次給水路の圧力によりダイアフラム弁4を押し上げさせることにより弁を開く。次いで、パイロット弁6を閉じると、ダイアフラム弁4に設けられているオリフィス(後述)を通して1次給水路の水を圧力室7に送り込み、圧力室7の圧力を上昇させ、ダイアフラム弁4を図示下方に押し下げることにより弁を閉じる。   The pilot valve 6 is provided in the middle of a secondary drainage channel (not shown) communicating with a pressure chamber 7 provided adjacent to the upper part of the diaphragm valve 4. When the pilot valve 6 is opened, the pressure in the pressure chamber decreases to reduce the pressure applied to the diaphragm valve 4, and the valve is opened by pushing up the diaphragm valve 4 by the pressure of the primary water supply channel. Next, when the pilot valve 6 is closed, water in the primary water supply channel is sent to the pressure chamber 7 through an orifice (described later) provided in the diaphragm valve 4 to increase the pressure in the pressure chamber 7, and the diaphragm valve 4 is moved downward in the figure. Close the valve by pushing down.

圧力室7は、仕切り枠により上下2室に分けられており、上部室にほぼ円盤状の緩衝板8が設けられている。この緩衝板8は、上部に設けられたコイルばねにより図示下方に向けた押圧力が与えられており、常時仕切り枠に押し付け付勢されており、パッキンを介して当接している。   The pressure chamber 7 is divided into two upper and lower chambers by a partition frame, and a substantially disk-shaped buffer plate 8 is provided in the upper chamber. The buffer plate 8 is given a pressing force directed downward in the figure by a coil spring provided at the upper portion, is always pressed against the partition frame, and is in contact with the packing via the packing.

そして、パイロット弁6が開かれて2次排水路が通じると、圧力室7の圧力が低下して圧力室7に1次給水路から水が供給され、緩衝板8が付勢力に抗して図示上方に押し上げられる結果、緩衝板8の外周を通って水が2次排水路に流される。このとき、ダイアフラム弁4も圧力室7の圧力が低下したことにより1次給水路の水の圧力が勝り、図示上方に押し上げられて弁を開く。   When the pilot valve 6 is opened and the secondary drainage channel is opened, the pressure in the pressure chamber 7 is reduced and water is supplied to the pressure chamber 7 from the primary water supply channel, and the buffer plate 8 resists the urging force. As a result of being pushed upward in the figure, water flows through the outer periphery of the buffer plate 8 to the secondary drainage channel. At this time, the diaphragm valve 4 also has the pressure of the water in the primary water supply channel prevailed by the pressure in the pressure chamber 7 being lowered, and is pushed upward in the figure to open the valve.

図1において、図示上方には、電池収納室9が設けられ、また図示下方には、逆止弁10が設けられている。   In FIG. 1, a battery storage chamber 9 is provided in the upper part of the figure, and a check valve 10 is provided in the lower part of the figure.

図2は、図1に示した実施例の外観を示している。この実施例は、自動開栓の給水装置であり、例えば既設の手動式蛇口に置き換えられるものである。そして、センサを正面側に配して人が所定位置に立ったことを検知すると、それに伴って水栓を開閉して水を流す等に使用される。   FIG. 2 shows the appearance of the embodiment shown in FIG. This embodiment is a water supply device for automatic opening, and is replaced with, for example, an existing manual faucet. And if it arrange | positions a sensor to the front side and it detects that the person stood in the predetermined position, it will be used for opening and closing a faucet and flowing water with it.

図3は、図1の実施例の要部を拡大して示したもので、開栓状態を示している。この場合、ダイアフラム弁4は上昇して弁座から離間しており、給水管INから供給された水は1次給水路を通ってダイアフラム弁4の下面に当り、弁座を乗り越えて図示中央下部の2次排水路を経て排出路OUTに流れていく。   FIG. 3 is an enlarged view of the main part of the embodiment of FIG. 1 and shows the open state. In this case, the diaphragm valve 4 rises and is separated from the valve seat, and the water supplied from the water supply pipe IN passes through the primary water supply path and hits the lower surface of the diaphragm valve 4 and climbs over the valve seat to lower the center of the figure. It flows to the discharge channel OUT through the secondary drainage channel.

ここで、ダイアフラム弁4の弁体をみると、その図示左側にオリフィス11が設けられており、オリフィス11を貫通するようにピン12が配されている。オリフィス11は、ダイアフラム弁4を厚み方向に貫いており、図示下端は大径で上端は小径となっている。そして、ピン12は、オリフィス11の小径部よりも外径が細くその基部はコイルばねとして形成されており、この基部が給水装置本体に埋め込まれている。   Here, when looking at the valve body of the diaphragm valve 4, an orifice 11 is provided on the left side of the drawing, and a pin 12 is disposed so as to penetrate the orifice 11. The orifice 11 penetrates the diaphragm valve 4 in the thickness direction, and the lower end in the figure has a large diameter and the upper end has a small diameter. The pin 12 has an outer diameter smaller than that of the small-diameter portion of the orifice 11, and the base portion is formed as a coil spring. The base portion is embedded in the water supply apparatus main body.

これにより、ダイアフラム弁4が図示のように上昇しているときは、オリフィス11とピン12との間の隙間が大きいからオリフィス11を通して流す水の量が多いが、ダイアフラム弁4が下降していくと、この隙間が小さくなり、通水量は少なくなっていく。このオリフィス11は、径が大きい部分でも目詰まりし易いことを考慮して、1次給水路からの水流入口にはフィルタ13が設けられている。   As a result, when the diaphragm valve 4 is raised as shown in the figure, the gap between the orifice 11 and the pin 12 is large, so the amount of water flowing through the orifice 11 is large, but the diaphragm valve 4 is lowered. And this gap becomes smaller and the amount of water flow decreases. The orifice 11 is provided with a filter 13 at the water inlet from the primary water supply path, considering that the orifice 11 is easily clogged even at a large diameter portion.

このオリフィス11から下部圧力室7bに入った水は、このとき上昇している緩衝板8aの外周を通って上部圧力室7aに入り、通水路P1,パイロット弁6、通水路P2を経て排出口14に達し、1次給水路からの水と合流する。   Water entering the lower pressure chamber 7b from the orifice 11 passes through the outer periphery of the buffer plate 8a rising at this time, enters the upper pressure chamber 7a, and is discharged through the water passage P1, the pilot valve 6, and the water passage P2. 14 and merges with water from the primary water supply channel.

ここで、排出口14は、垂直に落下してきた水の流れを横向きに変え、緩やかな流れとする構造となっている。   Here, the discharge port 14 has a structure in which the flow of water that has dropped vertically is changed to a horizontal direction to make a gentle flow.

図4は、図1の実施例の要部を拡大して示したもので、閉栓状態を示している。すなわち、パイロット弁6およびダイアフラム弁4が閉じており、1次給水路からの水は2次排水路に達しない。   FIG. 4 is an enlarged view of the main part of the embodiment of FIG. 1, and shows a closed state. That is, the pilot valve 6 and the diaphragm valve 4 are closed, and the water from the primary water supply channel does not reach the secondary drainage channel.

ただし、ダイアフラム弁4に設けられたオリフィス11を介して圧力室7に水が僅か流入するから、圧力室7の内部は1次給水路とほぼ同じ圧力に保たれた状態となる。このとき、緩衝板8aは、コイルばね8bの付勢力によりパッキン8bを介して仕切り枠に押し付けられており、圧力室7aと通水路P1とは切り離された状態にある。そして、通水路P1とP2とは、閉じているパイロット弁6により矢張り切り離されている。   However, since water slightly flows into the pressure chamber 7 through the orifice 11 provided in the diaphragm valve 4, the inside of the pressure chamber 7 is kept at substantially the same pressure as the primary water supply channel. At this time, the buffer plate 8a is pressed against the partition frame via the packing 8b by the urging force of the coil spring 8b, and the pressure chamber 7a and the water passage P1 are separated from each other. The water passages P1 and P2 are separated from each other by a closed pilot valve 6.

図3の開栓状態と図4の閉栓状態とを切り替えるのは、パイロット弁6の開閉である。そして、このパイロット弁6の動作は、上部に組み込まれたコイルばねにより下降方向に付勢されたプランジャ5の昇降によって行う。プランジャ5は、電磁コイル2aおよび永久磁石2bが組み込まれており、電磁コイル2aへの瞬時通電によってプランジャ5の磁極切換を行うと、ソレノイド2のケーシングに固定された永久磁石2bとの協働により上昇位置または降下位置を保持する。なお、ケーシングの外周には、防錆用の樹脂塗膜2cが設けられている。   Switching between the open state of FIG. 3 and the closed state of FIG. 4 is the opening and closing of the pilot valve 6. The operation of the pilot valve 6 is performed by raising and lowering the plunger 5 biased in the downward direction by a coil spring incorporated in the upper part. The plunger 5 includes an electromagnetic coil 2a and a permanent magnet 2b. When the magnetic pole of the plunger 5 is switched by instantaneous energization of the electromagnetic coil 2a, the plunger 5 cooperates with the permanent magnet 2b fixed to the casing of the solenoid 2. Hold the raised or lowered position. In addition, the resin coating film 2c for rust prevention is provided in the outer periphery of the casing.

いま図3の開栓状態から図4の閉栓状態に切り替えるとする。これには、電磁コイル2aに通電してプランジャ5の磁化状態を切り換えて下降させ、パイロット弁6により通水路P2の入口を塞ぐ。   Assume that the plugged state in FIG. 3 is switched to the plugged state in FIG. For this purpose, the electromagnetic coil 2a is energized to switch the magnetized state of the plunger 5 and lowered, and the pilot valve 6 closes the inlet of the water passage P2.

これにより、圧力室7および通水路P1は、通水路P2と切り離されるから、圧力室7a,7bの内部圧力が急激に上昇し、かつ均一になる。そして、コイルばね8bの付勢力により緩衝板8aが仕切り枠に当接した状態となる。   Thereby, since the pressure chamber 7 and the water flow path P1 are cut off from the water flow path P2, the internal pressures of the pressure chambers 7a and 7b rapidly increase and become uniform. Then, the buffer plate 8a comes into contact with the partition frame by the urging force of the coil spring 8b.

この結果、ダイアフラム弁4は、体の上下にほぼ同圧が与えられ、これに弁体自体の弾性復元力および自重が加わるから弁体が降下し始める。そして、弁体が弁座に着座すると、閉弁状態となる。   As a result, the diaphragm valve 4 is given substantially the same pressure on the upper and lower sides of the body, and since the elastic restoring force and its own weight of the valve body itself are applied thereto, the valve body starts to descend. And when a valve body seats on a valve seat, it will be in a valve closing state.

この閉弁動作が進んでいく際、弁体の下降とともにオリフィス11を通って水が圧力室7に流入する。ここで、オリフィス11にはピン12が組み合わされており、弁体が着座していくに伴って、弁体に設けられたオリフィス11にピン12が挿入されていく。オリフィス11は、図示下部が大径で上部が小径となっているから、オリフィス11とピン12との間の隙間は、弁が閉じてピン12の挿入度合いが増すと小さくなる。そして、オリフィス11を通る通水量が減少する。   As this valve closing operation proceeds, water flows into the pressure chamber 7 through the orifice 11 as the valve body descends. Here, a pin 12 is combined with the orifice 11, and the pin 12 is inserted into the orifice 11 provided in the valve body as the valve body is seated. Since the orifice 11 has a large diameter at the lower part and a small diameter at the upper part, the gap between the orifice 11 and the pin 12 becomes smaller when the valve is closed and the insertion degree of the pin 12 is increased. And the amount of water passing through the orifice 11 decreases.

このオリフィス11の通水により、閉弁時における圧力室7の圧力減少度合いは緩和される。このため、閉弁の際に、弁体が弁座に当接するまでの時間が引き延ばされ、それに応じて圧力変化が緩和される。この結果、1次給水路および2次排水路に繋がる水路で発生するであろう水撃が防止される。   By passing water through the orifice 11, the degree of pressure decrease in the pressure chamber 7 when the valve is closed is alleviated. For this reason, when the valve is closed, the time until the valve body comes into contact with the valve seat is extended, and the pressure change is relieved accordingly. As a result, water hammer that may occur in the water channel connected to the primary water supply channel and the secondary drainage channel is prevented.

(変形例)
上記実施例では、電磁駆動機構を持つ水栓について説明したが、水撃現象はレバー式水栓のように急激に開閉できるものにも適用して水撃対策とすることができる。
(Modification)
In the above-described embodiment, the faucet having an electromagnetic drive mechanism has been described. However, the water hammer phenomenon can be applied to a water hammer countermeasure that can be rapidly opened and closed such as a lever-type water faucet.

本発明の一実施例の構成を示す説明図。Explanatory drawing which shows the structure of one Example of this invention. 図1に示した実施例の外観を示す図。The figure which shows the external appearance of the Example shown in FIG. 図1に示した実施例の要部を拡大して示したもので、開弁状態を示す。FIG. 1 is an enlarged view of a main part of the embodiment shown in FIG. 1, showing a valve open state. 図1に示した実施例の要部を拡大して示したもので、閉弁状態を示す。FIG. 1 is an enlarged view of a main part of the embodiment shown in FIG. 1, showing a valve closed state. 従来の給水装置の一例を示し、図5(a)は開弁状態を、図5(b)は閉弁状態を示す。An example of a conventional water supply apparatus is shown, FIG. 5 (a) shows a valve open state, and FIG. 5 (b) shows a valve closed state. 従来の給水装置の他の例を示し、図6(a)は開弁状態を、図6(b)は閉弁状態を示す。The other example of the conventional water supply apparatus is shown, Fig.6 (a) shows a valve opening state, FIG.6 (b) shows a valve closing state.

符号の説明Explanation of symbols

1 センサ
2 ラッチングソレノイド
2a 電磁コイル
2b 永久磁石、
2c 樹脂コーティング
3 制御回路
4 ダイアフラム弁
5 プランジャ
6 パイロット弁
7 圧力室
8 緩衝板
9 電池室
10 逆止弁
11 オリフィス
12 ピン
13 フィルタ
14 排出口
P1,P2 通水路
101 1次側給水路
102 2次側排水路
103 ダイアフラム弁
104 圧力室
105 通水路
106 パイロット弁
107 ソレノイド
201 1次側給水路
202 2次側排水路
203 ピストン弁
204 圧力室
205 通水路
206 パイロット弁
1 Sensor 2 Latching solenoid 2a Electromagnetic coil 2b Permanent magnet
2c Resin coating 3 Control circuit 4 Diaphragm valve 5 Plunger 6 Pilot valve 7 Pressure chamber 8 Buffer plate 9 Battery chamber 10 Check valve 11 Orifice 12 Pin 13 Filter 14 Discharge port P1, P2 Water passage 101 Primary side water supply passage 102 Secondary Side drainage channel 103 Diaphragm valve 104 Pressure chamber 105 Water flow channel 106 Pilot valve 107 Solenoid 201 Primary side water supply channel 202 Secondary side drainage channel 203 Piston valve 204 Pressure chamber 205 Water flow channel 206 Pilot valve

Claims (2)

所定の水圧を有する水が供給される1次給水路と2次排水路との間を開閉して給水および給水停止を行うダイアフラム弁、このダイアフラム弁の背後に設けられた圧力室、操作に応じて開閉することにより前記圧力室の水圧を加減して前記1次給水路の水圧を作用させることにより前記ダイアフラム弁の開閉を行うパイロット弁を有し、前記圧力室と前記2次排水路とを結び、途中に前記パイロット弁が設けられた通水路と、前記圧力室の通水を緩やかに行い、該圧力室の水圧を緩慢に変化させる水圧変化緩和手段とをそなえ、前記パイロット弁を開くことにより前記圧力室の水圧を低下させ、前記ダイアフラム弁の弁体を前記1次給水路の水圧によって移動させて弁を開き、前記パイロット弁を閉じることにより前記圧力室の水圧を上昇させ、前記ダイアフラム弁の弁体を前記圧力室の水圧によって移動させて弁を閉じるようにした水栓装置において、
前記水圧変化緩和手段は、
前記ダイアフラム弁の弁体に設けられたオリフィスと、
前記オリフィスの内径よりも細い外径を有し、前記水栓装置本体に設けられ、前記ダイアフラム弁の移動に応じて前記オリフィスに出入し、該オリフィスの横断面積を変化させるピンと、
をそなえ、前記圧力室の圧力変化を緩慢化させるようにしたことを特徴とする水栓装置。
Diaphragm valve that opens and closes between the primary water supply channel and the secondary drainage channel to which water having a predetermined water pressure is supplied to stop water supply and water supply, a pressure chamber provided behind the diaphragm valve, depending on the operation the have a pilot valve for opening and closing the diaphragm valve by by adjusting the pressure in the pressure chamber exerting a pressure of the primary water supply passage by opening and closing Te, and the second drainage path and the pressure chamber The pilot valve is provided with a water passage provided with the pilot valve in the middle and water pressure change mitigating means for gently passing water through the pressure chamber and slowly changing the water pressure in the pressure chamber. The water pressure in the pressure chamber is reduced by the above, the valve body of the diaphragm valve is moved by the water pressure in the primary water supply channel, the valve is opened, and the water pressure in the pressure chamber is increased by closing the pilot valve. In the faucet device in which the valve body of the diaphragm valve is moved by the water pressure of the pressure chamber to close the valve ,
The water pressure change mitigation means is
An orifice provided in a valve body of the diaphragm valve;
A pin having an outer diameter thinner than the inner diameter of the orifice, provided in the faucet body, and entering and exiting the orifice according to the movement of the diaphragm valve, and changing a cross-sectional area of the orifice;
The water faucet device is characterized in that the pressure change in the pressure chamber is slowed down .
請求項1記載の水栓装置において、
前記オリフィスは、前記ピンが挿入される側が大径で反対側が小径である水栓装置。
The faucet device according to claim 1, wherein
The orifice is a faucet device having a large diameter on the side where the pin is inserted and a small diameter on the opposite side.
JP2003427354A 2003-12-24 2003-12-24 Water hammer relief faucet device Expired - Lifetime JP4152875B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003427354A JP4152875B2 (en) 2003-12-24 2003-12-24 Water hammer relief faucet device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003427354A JP4152875B2 (en) 2003-12-24 2003-12-24 Water hammer relief faucet device

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2008095270A Division JP4732477B2 (en) 2008-04-01 2008-04-01 Water hammer relief faucet device

Publications (2)

Publication Number Publication Date
JP2005188550A JP2005188550A (en) 2005-07-14
JP4152875B2 true JP4152875B2 (en) 2008-09-17

Family

ID=34786657

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003427354A Expired - Lifetime JP4152875B2 (en) 2003-12-24 2003-12-24 Water hammer relief faucet device

Country Status (1)

Country Link
JP (1) JP4152875B2 (en)

Also Published As

Publication number Publication date
JP2005188550A (en) 2005-07-14

Similar Documents

Publication Publication Date Title
JP4732477B2 (en) Water hammer relief faucet device
KR20110115431A (en) Latch valve and flow control device comprising the same
JP4874587B2 (en) Float type drain trap
KR100903413B1 (en) Balance solenoid valve
JP4152875B2 (en) Water hammer relief faucet device
JP2002286158A (en) Electromagnetic stop cock
KR20030057793A (en) Noise Reduction Structure of Solenoid Valve
JPH041424Y2 (en)
US6974114B2 (en) Double valve flusher
KR100479297B1 (en) Control valve system for booster pump
JP7466842B2 (en) Flush water tank device and flush toilet device equipped with same
JPH06117571A (en) Pilot type diaphragm valve
KR100527522B1 (en) Automatic pump
KR20100138873A (en) Time flow valve
JPH01193480A (en) Solenoid valve
JP2002106748A (en) Pilot type diaphragm valve
KR20070068538A (en) Pressure control valve
KR20060034415A (en) Solenoid valve for water using a bettery
JPH041425Y2 (en)
KR100625620B1 (en) Solenoid valve having function for controlling flux
JPS61290281A (en) Shut-off valve
JPH04341674A (en) Flow proportional valve with shutoff function
JP2531747Y2 (en) solenoid valve
JPH01193479A (en) Solenoid valve
JPH04194473A (en) Supply water valve device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060620

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080201

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080401

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20080606

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20080702

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 4152875

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110711

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110711

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120711

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130711

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term