JP2013076300A - Flow channel opening/closing device - Google Patents

Flow channel opening/closing device Download PDF

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JP2013076300A
JP2013076300A JP2011218000A JP2011218000A JP2013076300A JP 2013076300 A JP2013076300 A JP 2013076300A JP 2011218000 A JP2011218000 A JP 2011218000A JP 2011218000 A JP2011218000 A JP 2011218000A JP 2013076300 A JP2013076300 A JP 2013076300A
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flow path
water
valve body
valve
refill
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JP5927830B2 (en
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Takuya Oshikawa
卓矢 押川
Hitoshi Ishimaru
仁志 石丸
Motohide Shimazoe
元英 島添
Keiichi Yokoi
敬一 横井
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Toto Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a flow channel opening/closing device for supplying washing water to a closet bowl, capable of maintaining a water quantity to be substantially constant regardless of water supply pressure when washing water is supplied to the closet bowl, while suppressing variations with the passage of time of the water supply pressure during a period of time from starting of valve closing to completion of the valve closing, and keeping also a quantity of refill water supplied to the closet bowl side to be a required quantity within a definite range.SOLUTION: A flow channel opening/closing device comprises: refill water quantity adjustment means for suppressing variations of supplied refill water quantity depending on a water supply pressure by adjusting forwarding operation of a valve body member according to the water supply pressure from a primary side flow channel in a refill water supply step; and refill water flow rate holding means for suppressing variations with the passage of time of an instantaneous flow rate of the refill water to be constant in the refill water supply step.

Description

本発明は、便器に洗浄水を供給する流路開閉装置に関する。   The present invention relates to a flow path opening / closing device that supplies cleaning water to a toilet.

便器に洗浄水を供給する手段として、給水路にフラッシュバルブといった流路開閉装置を設けることが広く行われている。フラッシュバルブは、給水元である一次側流路から水を受け入れて一次側内部流路に送り出す流入口と、二次側内部流路から給水先である二次側流路へ水を送り出す流出口とが形成された本体部と、一次側内部流路と二次側内部流路との間の流路開閉を行う主バルブと、この主バルブを介さずに一次側内部流路と二次側内部流路とを連通するバイパス流路と、バイパス流路の流路開閉を行う副バルブと、を備えるものである。   As means for supplying cleaning water to a toilet bowl, it is widely performed to provide a flow path opening / closing device such as a flash valve in a water supply channel. The flush valve has an inlet that receives water from the primary flow path that is the water supply source and sends it to the primary internal flow path, and an outlet that sends water from the secondary side internal flow path to the secondary flow path that is the water supply destination And a main valve that opens and closes the flow path between the primary side internal flow path and the secondary side internal flow path, and the primary side internal flow path and the secondary side without using the main valve. A bypass channel communicating with the internal channel and a sub-valve for opening and closing the bypass channel are provided.

このように構成されたフラッシュバルブは、操作レバーを押し下げるといった副バルブを開く動作を行うと、バイパス流路が開かれて主バルブを構成する主弁体の背圧が低下し、一次側内部流路内の一次圧(給水圧)によって主弁体が主弁座から引き離されるように押し上げられて主バルブが開放され、流出口から水が二次側流路へと流出される。その後、操作レバーを戻すといった副バルブを閉じる動作を行うか、若しくは自動的に操作レバーが戻って副バルブが閉じられると、バイパス流路が閉じられて主弁体の背圧が上昇する。この主弁体の背圧の上昇に伴って主弁体が主弁座に近づくように降下し、やがて主弁体が主弁座に当接することで主バルブが閉じられる。従って、フラッシュバルブは、給水を開始する指示を受けることで、一定の開度となるように主弁体が主弁座から引き離され、便器に給水を開始し、所定の条件を満たすことで自律的に給水を停止する流路開閉装置として機能するものである。   When the flush valve configured as described above performs an operation of opening the sub-valve such as depressing the operation lever, the bypass passage is opened and the back pressure of the main valve body constituting the main valve is reduced, and the primary side internal flow is reduced. The main valve body is pushed up by the primary pressure (feed water pressure) in the passage so as to be separated from the main valve seat, the main valve is opened, and water flows out from the outlet to the secondary side flow path. Thereafter, when the sub valve is closed such as returning the operation lever, or when the operation lever is automatically returned and the sub valve is closed, the bypass flow path is closed and the back pressure of the main valve body increases. As the back pressure of the main valve body increases, the main valve body descends so as to approach the main valve seat, and the main valve closes as the main valve body comes into contact with the main valve seat. Therefore, the flush valve receives an instruction to start water supply, the main valve body is pulled away from the main valve seat so that the opening degree is constant, water supply to the toilet is started, and autonomously by satisfying a predetermined condition It functions as a flow path opening / closing device that stops water supply.

フラッシュバルブが設置される場所は、給水圧が高いところもあれば、給水圧が低いところもある。従来のフラッシュバルブはその構造上、給水圧の高低によらずに、副バルブを開いた際の主弁体の位置は一定であるため、給水圧によってその吐水量が大きくばらつき、無駄水が生じてしまうという問題があった。フラッシュバルブを設置するにあたっては、現場で止水栓を調整し、給水量を調整している。   There are places where the flush valve is installed, where the feed water pressure is high and in some places where the feed water pressure is low. The structure of the conventional flush valve has a constant position of the main valve body when the sub valve is opened, regardless of the level of the feed water pressure. There was a problem that. When installing the flush valve, the stop cock is adjusted on site to adjust the water supply.

しかしながら、現場で施工者が止水栓を回して給水量を調整すると、個々の現場によって調整量が異なることが多く、便器に対する給水量が必ずしも適切なものとならない可能性もある。そこで、下記特許文献1に記載のフラッシュバルブでは、主弁体の上昇位置を規制する上昇位置規制手段と、給水圧を検知する圧力センサーと、圧力センサーの水圧測定値に応じて上昇位置規制手段を制御し、主弁体の上昇規制量を調整する制御手段と、を備えている。   However, when a construction worker turns the stop cock at the site and adjusts the amount of water supplied, the amount of adjustment often varies depending on the individual site, and the amount of water supplied to the toilet may not necessarily be appropriate. Therefore, in the flush valve described in Patent Document 1 below, ascending position restricting means for restricting the ascending position of the main valve body, a pressure sensor for detecting the supply water pressure, and an ascending position restricting means according to the water pressure measurement value of the pressure sensor. And a control means for adjusting the amount of rise restriction of the main valve body.

特開平6−336753号公報JP-A-6-336753

上記特許文献1に記載のフラッシュバルブでは、制御手段が、圧力センサーの検知圧力に応じてモーターを駆動し、上昇位置規制手段を給水圧に応じた位置に調整する。従って、給水圧が変動しても、便器側へ流す水量を一定に制御することが出来る。このように、給水圧が高い場合も低い場合も、便器側に流す水量を一定にすることで、無駄水を低減することが可能なものとなっている。   In the flash valve described in Patent Document 1, the control means drives the motor according to the detected pressure of the pressure sensor, and adjusts the ascending position restricting means to a position according to the water supply pressure. Therefore, even if the supply water pressure fluctuates, the amount of water flowing to the toilet can be controlled to be constant. In this way, waste water can be reduced by making the amount of water flowing to the toilet side constant regardless of whether the supply water pressure is high or low.

ところで、フラッシュバルブは、小便器にも大便器にも取り付けられるものである。小便器は、小便を受け止めるボウル部の下方に封水部が形成されているものである。小便器を洗浄するにあたって、ボウル部に洗浄水を流すと、その洗浄水はボウル部を洗い流した後封水部に流れ込み、封水部の溜水を置換して洗浄が完了する。従って、小便器に給水するためにフラッシュバルブを取り付けた場合には、便器側に流す水量を一定にすることで、無駄水を低減する効果を享受することができる。   By the way, the flush valve can be attached to both a urinal and a urinal. In the urinal, a sealed portion is formed below the bowl portion that receives the urine. When washing the urinal, if washing water is poured into the bowl part, the washing water flows into the sealed water part after washing the bowl part, and the washing is completed by replacing the water stored in the sealed water part. Therefore, when a flush valve is attached to supply water to the urinal, it is possible to enjoy the effect of reducing wasted water by making the amount of water flowing to the toilet side constant.

特にサイフォン方式(サイフォンゼット方式といった他のサイフォン現象を利用する方式を含む)は、大便や小便を受け止めるボウル部の下方に封水部が形成されており、封水部から下流の管路を屈曲させ、洗浄時にサイフォン現象を起こさせることによって汚物を吸引して排出する方式である。サイフォン方式の大便器を洗浄するにあたって、ボウル部に洗浄水を流すと、その洗浄水によって封水部及びその前後の管路を満水状態とし、その後にサイフォン現象による吸引効果で汚物を確実に流している。この吸引効果が発生すると、封水部及びその前後の管路の水が吸引されて流されるので、封水部の溜水がなくなってしまう。そこで、洗浄後に封水部に溜水を補給することが行われており、この溜水として補給する水をリフィル水とも呼んでいる。本発明者らは、洗い落とし方式の大便器とは異なり、サイフォン現象を利用するサイフォン方式では、このリフィル水の特性に起因して、従来のフラッシュバルブでは無駄水の低減効果を享受することはできないことを発見したものである。   In particular, the siphon system (including systems that use other siphon phenomena such as the siphon-zette system) has a water-sealed part under the bowl that receives stool and urine, and the downstream pipe is bent from the water-sealed part. This is a method of sucking and discharging filth by causing a siphon phenomenon during cleaning. When washing siphon-type toilets, if washing water is poured into the bowl, the sealing water and the pipes before and after the flushing water are filled with the washing water, and then the filth is surely flushed by the suction effect of the siphon phenomenon. ing. When this suction effect occurs, the water in the sealed portion and the pipes before and after the sealed portion are sucked and flown, so that there is no accumulated water in the sealed portion. In view of this, replenished water is replenished to the sealed water portion after washing, and the water replenished as the reserved water is also called refilled water. Unlike the flush toilet bowl, the present inventors cannot enjoy the waste water reduction effect with the conventional flush valve due to the characteristics of the refill water in the siphon system using the siphon phenomenon. It was discovered.

上記特許文献1に記載されているフラッシュバルブは、給水圧が高い場合も低い場合も、便器側に流す瞬間流量を一定にするものであるから、弁座に対する弁体のリフト量を給水圧に応じて変動させる。具体的には、高水圧時にはリフト量を調整しない状態よりもリフト量の抑制度合いを高め、水圧に比してリフト量が少なくなるように調整している。一方、低水圧時にはそのようなリフト量の抑制を低減させることで、水圧に応じたリフト量が生じるように調整している。このように給水圧に応じたリフト量調整をすることで、高水圧時に洗浄水の瞬間流量が上がることを抑制し、低水圧時に洗浄水の瞬間流量を維持確保することで、洗浄水の瞬間流量が一定に保たれるように工夫している。   The flush valve described in Patent Document 1 makes the instantaneous flow rate flowing to the toilet side constant regardless of whether the supply water pressure is high or low, so the lift amount of the valve body with respect to the valve seat is set to the supply water pressure. Fluctuate accordingly. More specifically, the degree of restraint of the lift amount is increased more than the state where the lift amount is not adjusted at high water pressure, and the lift amount is adjusted to be smaller than the water pressure. On the other hand, when the water pressure is low, the lift amount corresponding to the water pressure is adjusted by reducing the suppression of the lift amount. By adjusting the lift amount according to the supply water pressure in this way, the instantaneous flow rate of cleaning water is suppressed from rising at high water pressure, and the instantaneous flow rate of cleaning water is maintained and ensured at low water pressure. The device is designed to keep the flow rate constant.

このように、瞬間流量を一定に保つため、高水圧時にはリフト量の抑制度合いを高め、低水圧時にはリフト量の抑制度合いを少なくしているため、閉弁を開始してから閉弁が完了するまでの弁座に弁体が密接するまでの距離は、給水圧が高ければ相対的に短い距離となり、給水圧が低ければ相対的に長い距離となる。従って、従来のフラッシュバルブは、洗浄水を流すべく弁座から弁体を離隔させている間は便器側に流す水量を給水圧によらずに一定に保てるものの、閉弁を開始してから閉弁が完了するまでに流れる水量が給水圧によってばらついてしまう。   In this way, in order to keep the instantaneous flow rate constant, the degree of restraint of the lift amount is increased at high water pressure, and the degree of restraint of the lift amount is decreased at low water pressure, so that the valve closing is completed after starting the valve closing. The distance until the valve body comes into close contact with the valve seat becomes a relatively short distance if the feed water pressure is high, and a relatively long distance if the feed water pressure is low. Therefore, although the conventional flush valve can keep the amount of water flowing to the toilet side constant regardless of the water supply pressure while the valve body is separated from the valve seat to allow the washing water to flow, it closes after the valve starts to close. The amount of water that flows before the valve is completed varies depending on the feed water pressure.

大便器におけるリフィル水は、洗浄後に封水部に溜水を補給するものであるから、フラッシュバルブが閉弁を開始してから閉弁が完了するまでに流れる水がリフィル水として用いられる。従って、従来のフラッシュバルブのように、閉弁を開始してから閉弁が完了するまでに流れる水が給水圧によってばらついてしまえば、リフィル水の供給量がばらつくことになり、封水形成上は何らかの対策が求められる。給水圧が高い場合は閉弁を開始してから閉弁が完了するまでの距離が相対的に短くなるものであるから、給水圧が高い場合を基準にすれば、給水圧が低い場合にリフィル水として必要となる水量以下の水が供給されることになり、無駄水が発生する。一方、給水圧が低い場合は閉弁を開始してから閉弁が完了するまでの距離が相対的に長くなるものであるから、給水圧が低い場合を基準にすれば、給水圧が低い場合にリフィル水として必要となる水量以上の水が供給されることになり、封水切れが起きるおそれもある。   Since the refill water in the toilet bowl is for replenishing the retained water in the sealed water portion after washing, the water flowing from the start of the flush valve to the completion of the valve closing is used as the refill water. Therefore, if the water flowing from the start of valve closing to the completion of valve closing varies like the conventional flush valve due to the water supply pressure, the amount of refilled water will vary, which will Some kind of countermeasure is required. When the feed water pressure is high, the distance from the start of closing the valve to the completion of the valve closing is relatively short, so if the feed water pressure is high, refilling is performed when the feed water pressure is low. Water below the amount of water required as water is supplied, and waste water is generated. On the other hand, when the feed water pressure is low, the distance from the start of closing the valve to the completion of the valve closing is relatively long. Therefore, if the feed water pressure is low, the feed water pressure is low. More water than the amount necessary for refill water is supplied to the water, and there is a possibility that the sealed water will run out.

そこで本発明者らは、給水圧に依存しない所定量の洗浄水を前記大便器に供給するために、流路開閉を行う主バルブの弁体と、洗浄水の瞬間流量を調整する定流量バルブの弁体とを一つの弁体部材に一体化した上で、この弁体部材の可動量を調整するように弁体部材の摺動方向に沿って移動する位置制御部材を設けることに着目した。この位置制御部材は給水圧に応じて移動し、その位置を調整する。従って、上記構成においては、給水圧に応じて位置制御部材が移動し、弁体部材の可動量、つまりは開度を調整する。これにより、供給される洗浄水の量をフラッシュバルブが設置される環境における給水圧の高低に依存せずばらつきを抑制しうるものである。   Accordingly, the present inventors have provided a valve body of a main valve that opens and closes a flow path and a constant flow valve that adjusts an instantaneous flow rate of cleaning water in order to supply a predetermined amount of cleaning water independent of a supply water pressure to the toilet. The valve body is integrated into a single valve body member, and attention is paid to providing a position control member that moves along the sliding direction of the valve body member so as to adjust the movable amount of the valve body member. . This position control member moves according to the water supply pressure and adjusts its position. Therefore, in the above configuration, the position control member moves according to the water supply pressure, and the movable amount of the valve body member, that is, the opening degree is adjusted. As a result, the amount of cleaning water supplied can be suppressed without depending on the level of the water supply pressure in the environment where the flash valve is installed.

一方で、弁体部材が前進するに伴ってリフィル水の瞬間流量が変動すると、一次側内部流路内の給水圧がその影響を受けて経時的に変動してしまうという問題が新たに生じた。これは、フラッシュバルブを通過する流量が変動することにより、給水圧を生じせしめているポンプの揚程が変動することが原因と考えられる。その結果、一次側内部流路内の給水圧は、フラッシュバルブの設置場所により変動するだけではなく、同じ設置場所でも経時的に変動してしまうこととなる。   On the other hand, when the instantaneous flow rate of refilled water fluctuates as the valve body member moves forward, a new problem has arisen in that the feed water pressure in the primary side internal flow path fluctuates with time. . This is considered to be because the head of the pump that generates the feed water pressure fluctuates due to fluctuations in the flow rate passing through the flash valve. As a result, the water supply pressure in the primary side internal flow path not only varies depending on the installation location of the flash valve, but also varies over time at the same installation location.

フラッシュバルブを通過する水の瞬間流量と、一次側内部流路内の給水圧との関係を図14に示した。図14は、設置場所が互いに異なる3つのフラッシュバルブについて、それぞれ、瞬間流量が増加するに伴って給水圧が低下する様子を示している。このように、リフィル水の瞬間流量が変動することに伴って給水圧がどのように変動するかは、給水圧の発生源(ポンプの種類等)や配管の形状等により異なるものとなる。   FIG. 14 shows the relationship between the instantaneous flow rate of water passing through the flash valve and the feed water pressure in the primary side internal flow path. FIG. 14 shows a state in which the water supply pressure decreases as the instantaneous flow rate increases for three flash valves at different installation locations. Thus, how the feed water pressure fluctuates with the fluctuation of the instantaneous flow rate of the refill water varies depending on the source of the feed water pressure (type of pump, etc.), the shape of the piping, and the like.

リフィル水供給時の給水圧が変動すると、給水圧に応じて調整されている位置制御部材がその影響を受け、位置が変化してしまう。このため、弁体部材の位置が変化する結果、リフィル水の供給量も変動することとなる。このため、給水圧に依存しない所定量のリフィル水を前記大便器に供給するためには、上記構成に加えて、給水圧の経時的な変動を抑制し一定となるように保つことが必要である。   If the supply water pressure at the time of refill water supply fluctuates, the position control member adjusted according to the supply water pressure will be affected and the position will change. For this reason, as a result of the position of the valve body member changing, the supply amount of the refill water also changes. For this reason, in order to supply a predetermined amount of refilled water that does not depend on the supply water pressure to the toilet, in addition to the above-described configuration, it is necessary to suppress fluctuations in the supply water pressure over time and keep it constant. is there.

本発明はこのような課題に鑑みてなされたものであり、その目的は、大便器に洗浄水を供給する流路開閉装置であって、洗浄水を大便器に供給する場合には給水圧によらずに水量を略一定に保てる一方で、閉弁を開始してから閉弁が完了するまでの間における給水圧の経時的な変動を抑制し、大便器側に供給するリフィル水の水量も一定の範囲内の必要水量に保つことが可能な流路開閉装置を提供することにある。   The present invention has been made in view of such problems, and an object of the present invention is to provide a flow path opening / closing device that supplies flush water to a toilet, and when supplying wash water to the toilet, The amount of refill water supplied to the urinal is also suppressed by suppressing fluctuations in the water supply pressure over time between the start of valve closing and the completion of valve closing. An object of the present invention is to provide a flow path opening / closing device capable of maintaining a required water amount within a certain range.

上記課題を解決するために本発明に係る流路開閉装置は、給水を開始する指示を受けることで大便器に給水を開始し、所定の条件を満たすことで自律的に給水を停止する流路開閉装置であって、給水元に繋がる一次側流路と給水先である大便器へ繋がる二次側流路との間の流路開閉を行う主弁体及び主弁座を有する主バルブと、前記一次側流路から前記二次側流路へ流れる水の瞬間流量を一定に保つように相互間に形成される流路断面積を調整する定流量弁体及び定流量弁座を有する定流量バルブと、を備え、前記主弁体及び前記定流量弁体は一体化された弁体部材として形成され、前記主バルブは、前記弁体部材の可動量を調整するように、前記弁体部材の摺動方向に沿って移動する位置制御部材を有し、前記位置制御部材は、前記一次側流路の水圧に応じて位置を調整するものであって、前記一次側流路の水圧が高まると前記位置制御部材が前記弁体部材の可動量を狭める方向に移動するように構成されており、前記大便器を洗浄するための洗浄水を前記大便器に供給する洗浄水供給段階では、前記弁体部材を後退方向に駆動し、前記主弁体を前記主弁座から離隔させることで前記二次側流路に洗浄水を供給すると共に、前記流路断面積を調整することで洗浄水の瞬間流量を一定に保つ一方で、前記大便器の封水を形成するためのリフィル水を前記大便器に供給するリフィル水供給段階では、前記弁体部材を前進方向に駆動することで、前記主弁体を前記主弁座に当接させるものであり、前記リフィル水供給段階において、前記一次側流路からの給水圧に応じて前記弁体部材の前進動作を調整することで、供給されるリフィル水の量が給水圧に依存して変動することを抑制するリフィル水量調整手段と、前記リフィル水供給段階において、リフィル水の瞬間流量が経時的に変動することを抑制し一定となるように保つリフィル水流量保持手段と、を備える。   In order to solve the above problems, a flow path opening / closing apparatus according to the present invention starts water supply to a toilet by receiving an instruction to start water supply, and automatically stops water supply by satisfying a predetermined condition A main valve having a main valve body and a main valve seat for opening and closing a flow path between a primary flow path connected to a water supply source and a secondary flow path connected to a toilet that is a water supply destination; A constant flow valve having a constant flow valve body and a constant flow valve seat for adjusting a cross-sectional area formed between the primary flow path and the secondary flow path so as to keep a constant instantaneous flow rate of water flowing from the primary flow path to the secondary flow path A valve body member, and the main valve body and the constant flow valve body are formed as an integrated valve body member, and the main valve is configured to adjust a movable amount of the valve body member. And a position control member that moves along the sliding direction of the primary control side. The position is adjusted according to the water pressure of the path, and when the water pressure of the primary side flow path increases, the position control member is configured to move in a direction to narrow the movable amount of the valve body member, In the wash water supply stage for supplying wash water for washing the toilet to the toilet, the valve body member is driven in the backward direction to separate the main valve body from the main valve seat. While supplying wash water to the secondary flow path and adjusting the cross-sectional area of the flow path, the instantaneous flow rate of the wash water is kept constant, while the refill water for forming the sealing water of the toilet is In the refill water supply stage for supplying to the toilet, the main valve body is brought into contact with the main valve seat by driving the valve body member in the forward direction, and in the refill water supply stage, the primary side According to the water supply pressure from the flow path, the valve body member By adjusting the advance operation, the refill water amount adjusting means for suppressing the amount of supplied refill water from fluctuating depending on the feed water pressure, and in the refill water supply stage, the instantaneous flow rate of the refill water is changed over time. Refill water flow rate holding means that suppresses fluctuations and keeps them constant.

本発明によれば、一次側流路と二次側流路との間の流路開閉を行うための主弁体と、一次側流路から二次側流路へ流れる水の瞬間流量を一定に保つための定流量弁体とを一体化された弁体部材として構成しているので、給水圧の変動によって大便器側に供給する水の瞬間流量が変動することなく、コンパクトな構成の流路開閉装置を提供することができる。大便器に洗浄水を供給する洗浄水供給段階では、定流量弁体と定流量弁座との間に形成される流路断面積を調整することで洗浄水の瞬間流量を一定に保つように構成されているので、弁体部材の相対的な位置を調整することで確実に瞬間流量を一定に保った給水を行うことができる。このように、給水圧に応じて弁体部材の相対的な位置を調整した場合において、洗浄水の供給が終了して閉弁動作に入ると、大便器の封水を形成するためのリフィル水の安定供給ができなくなる。具体的には、高水圧時には、主弁体及び定流量弁体が主弁座及び定流量弁座から離隔し難いように調整し、低水圧時には、主弁体及び定流量弁体が主弁座及び定流量弁座から離隔しやすいように調整しているので、高水圧時にリフィル水が不足する可能性や低水圧時にリフィル水が余る可能性がある。   According to the present invention, the main valve element for opening and closing the flow path between the primary flow path and the secondary flow path, and the instantaneous flow rate of water flowing from the primary flow path to the secondary flow path are constant. The constant flow valve body is maintained as an integrated valve body member, so that the instantaneous flow rate of water supplied to the toilet is not changed due to fluctuations in the supply water pressure, and the flow rate is compact. A road opening and closing device can be provided. In the washing water supply stage for supplying washing water to the toilet, the instantaneous flow rate of the washing water is kept constant by adjusting the cross-sectional area of the flow path formed between the constant flow valve body and the constant flow valve seat. Since it is comprised, the water supply which kept the instantaneous flow volume constant can be performed reliably by adjusting the relative position of a valve body member. As described above, when the relative position of the valve body member is adjusted according to the supply water pressure, when the supply of the washing water is finished and the valve closing operation is started, the refill water for forming the sealing water of the toilet bowl Cannot be stably supplied. Specifically, the main valve body and constant flow valve body are adjusted so that they are difficult to separate from the main valve seat and constant flow valve seat at high water pressure, and the main valve body and constant flow valve body are at main valve at low water pressure. Since adjustment is made so as to be easily separated from the seat and the constant flow valve seat, there is a possibility that the refill water is insufficient at high water pressure, or there is a possibility that the refill water is excessive at low water pressure.

そこで本発明では、大便器の封水を形成するためのリフィル水を大便器に供給するリフィル水供給段階において、一次側流路からの給水圧に応じて弁体部材の前進動作を調整することで、供給されるリフィル水の量が給水圧に依存して変動することを抑制するリフィル水量調整手段を備えている。一次側流路からの給水圧に応じて弁体部材の前進動作を調整することで、主弁体の主弁座に対する近接度合いや、定流量弁体の定流量弁座に対する近接度合いを調整することができ、供給されるリフィル水の量が給水圧の高低に依存して変動することを抑制することができる。   Accordingly, in the present invention, in the refill water supply stage for supplying the refill water for forming the sealing water of the toilet bowl to the toilet bowl, the forward movement operation of the valve body member is adjusted according to the water supply pressure from the primary channel. Thus, refill water amount adjusting means for suppressing fluctuation of the amount of supplied refill water depending on the supply water pressure is provided. The degree of proximity of the main valve body to the main valve seat and the degree of proximity of the constant flow valve body to the constant flow valve seat are adjusted by adjusting the forward movement of the valve body member according to the supply water pressure from the primary side flow path. It is possible to suppress the amount of refill water to be supplied from fluctuating depending on the level of the water supply pressure.

さらに本発明では、リフィル水供給段階において、リフィル水の瞬間流量が経時的に変動することを抑制し一定となるように保つリフィル水流量保持手段を備えている。リフィル水の瞬間流量の経時的な変動を抑制することにより、リフィル水供給段階において給水圧が経時的に変動せず、一定となるように保たれる。すなわち、給水圧は、流路開閉装置が設置される場所による変動があるのみで、経時的には一定となる。その結果、上記の水量調整手段により、供給されるリフィル水の量を給水圧に依存せず一定となるように保つことができる。   Furthermore, the present invention includes refill water flow rate holding means that suppresses fluctuation of the instantaneous flow rate of refill water over time and keeps it constant in the refill water supply stage. By suppressing the temporal change in the instantaneous flow rate of the refill water, the supply water pressure is not changed over time in the refill water supply stage and is kept constant. In other words, the feed water pressure only varies depending on the location where the flow path opening / closing device is installed, and becomes constant over time. As a result, the amount of supplied refill water can be kept constant without depending on the water supply pressure by the water amount adjusting means.

本発明に係る流路開閉装置では、サイフォン式大便器に接続されることも好ましい。サイフォン式大便器においては、大便器の洗浄時において封水部の溜水が一度なくなってしまうため、洗浄後に多量の溜水を補う必要がある。このため、供給されるリフィル水の量を一定となるように保つという本発明の効果が、特に顕著なものとなる。   In the flow path opening / closing apparatus according to the present invention, it is also preferable that the flow path opening / closing apparatus is connected to a siphon type toilet. In siphon-type toilets, when the toilet is washed, the water in the sealed portion is once lost, and therefore it is necessary to supplement a large amount of water after washing. For this reason, the effect of the present invention of keeping the amount of supplied refill water constant is particularly remarkable.

本発明に係る流路開閉装置では、前記リフィル水流量保持手段は、リフィル水が供給される流路の流路断面積が、前記弁体部材の駆動によって変動することを抑制するものであることも好ましい。   In the flow path opening / closing apparatus according to the present invention, the refill water flow rate holding means suppresses fluctuations in the flow path cross-sectional area of the flow path to which the refill water is supplied due to driving of the valve body member. Is also preferable.

この好ましい態様では、リフィル水が供給される流路の流路断面積が、弁体部材が駆動しても(弁体部材が前進しても)変動することが抑制される。このため、複雑な弁の制御等を必要とせず、流路の形状を工夫するだけで、リフィル水の瞬間流量を確実に一定とすることができる。   In this preferable aspect, the flow path cross-sectional area of the flow path to which the refill water is supplied is suppressed from fluctuating even if the valve body member is driven (even if the valve body member moves forward). For this reason, the instantaneous flow rate of the refill water can be reliably made constant only by devising the shape of the flow path without requiring complicated valve control or the like.

本発明に係る流路開閉装置では、前記大便器に洗浄水を供給するための流路として、主流路と、前記主流路とは別に設けられた副流路と、が設けられ、前記リフィル水供給段階においては、リフィル水は前記主流路を通過せず、前記副流路からのみ供給されることも好ましい。   In the flow path opening / closing apparatus according to the present invention, a main flow path and a sub flow path provided separately from the main flow path are provided as flow paths for supplying wash water to the toilet, and the refill water In the supply stage, it is also preferable that the refill water does not pass through the main channel and is supplied only from the sub channel.

洗浄水供給段階においては、定流量弁体と定流量弁座との間に形成される流路断面積に応じて、洗浄水の瞬間流量が調整される必要がある。このため、弁体部材の駆動に伴って流路断面積が変動する構成を有している。しかし、この構成が、リフィル水供給段階におけるリフィル水の瞬間流量に影響を与えてしまい、弁体部材の駆動に伴ってリフィル水の瞬間流量が変動してしまう可能性がある。そこで、この好ましい態様では、大便器に洗浄水を供給するための流路として、主流路と副流路という二つの流路が設けられ、リフィル水は主流路を通過せず、副流路からのみ供給されることとした。すなわち、弁体部材の駆動によって流路断面積が変動する構成は主流路側にのみ持たせ、副流路は弁体部材の駆動によって流路断面積が変動しない構成としている。このため、リフィル水供給段階においては、主流路の構成から受ける影響を完全になくすことができ、リフィル水の瞬間流量を確実に一定とすることができる。   In the cleaning water supply stage, it is necessary to adjust the instantaneous flow rate of the cleaning water according to the cross-sectional area of the flow path formed between the constant flow valve body and the constant flow valve seat. For this reason, it has the structure from which a flow-path cross-sectional area fluctuates with the drive of a valve body member. However, this configuration affects the instantaneous flow rate of the refill water in the refill water supply stage, and there is a possibility that the instantaneous flow rate of the refill water varies as the valve body member is driven. Therefore, in this preferred embodiment, two flow paths, a main flow path and a sub flow path, are provided as flow paths for supplying wash water to the toilet, and the refill water does not pass through the main flow path but from the sub flow path. Only to be supplied. In other words, the configuration in which the flow path cross-sectional area varies by driving the valve body member is provided only on the main flow path side, and the sub-flow path is configured such that the flow path cross-sectional area does not vary by driving the valve body member. For this reason, in the refill water supply stage, the influence which it receives from the structure of the main flow path can be completely eliminated, and the instantaneous flow rate of the refill water can be made constant.

本発明に係る流路開閉装置では、前記副流路は、前記弁体部材に設けられていることも好ましい。   In the flow path opening / closing apparatus according to the present invention, it is also preferable that the sub flow path is provided in the valve body member.

リフィル水供給段階が終了した時点においては、リフィル水の供給を停止するために、副流路を閉じる必要がある。この好ましい態様では、副流路を弁体部材に設けているため、主弁体が主弁座に当接した時点で副流路も閉じられることとなる。すなわち、既存の弁体の形状を拡大して副流路を閉じる構造としたり、副流路を閉じるための弁体を別途設けたりすることなく、簡素な構成によって副流路を閉じることができる。   At the time when the refill water supply stage is completed, it is necessary to close the sub-flow path in order to stop the refill water supply. In this preferred embodiment, since the auxiliary flow path is provided in the valve body member, the auxiliary flow path is also closed when the main valve element comes into contact with the main valve seat. That is, it is possible to close the auxiliary flow path with a simple configuration without enlarging the shape of the existing valve body and closing the auxiliary flow path, or providing a separate valve element for closing the auxiliary flow path. .

本発明によれば、大便器に洗浄水を供給する流路開閉装置であって、洗浄水を大便器に供給する場合には給水圧によらずに水量を略一定に保てる一方で、閉弁を開始してから閉弁が完了するまでの間における給水圧の経時的な変動を抑制し、大便器側に供給するリフィル水の水量も一定の範囲内の必要水量に保つことが可能な流路開閉装置を提供することができる。   According to the present invention, there is provided a flow path opening / closing device for supplying cleaning water to a toilet, and when supplying cleaning water to a toilet, the amount of water can be kept substantially constant regardless of the supply water pressure, while the valve is closed. The flow of refill water to be supplied to the toilet is kept at a required amount within a certain range by suppressing fluctuations in the water supply pressure over time from the start of the valve to completion of valve closing. A road opening and closing device can be provided.

本発明の実施形態であるフラッシュバルブを大便器への給水管に取り付けた状態を示す外観図である。It is an external view which shows the state which attached the flush valve which is embodiment of this invention to the water supply pipe to a toilet bowl. 本発明の第一実施形態であるフラッシュバルブの内部構造を模式的に示す概略構成図である。It is a schematic block diagram which shows typically the internal structure of the flash valve which is 1st embodiment of this invention. 図2に示すフラッシュバルブの定流量弁体を示す側面図である。It is a side view which shows the constant flow valve body of the flash valve shown in FIG. 図2に示すフラッシュバルブの定流量弁体を示す斜視図である。It is a perspective view which shows the constant flow valve body of the flash valve shown in FIG. 図2に示すフラッシュバルブの吐水動作を示す図である。It is a figure which shows the water discharging operation | movement of the flash valve shown in FIG. 図2に示すフラッシュバルブの吐水動作を示す図であるIt is a figure which shows the water discharging operation | movement of the flash valve shown in FIG. 図2に示すフラッシュバルブの吐水動作を示す図であるIt is a figure which shows the water discharging operation | movement of the flash valve shown in FIG. 図2に示すフラッシュバルブの吐水動作を示す図であるIt is a figure which shows the water discharging operation | movement of the flash valve shown in FIG. 図2に示すフラッシュバルブの吐水動作を示す図であるIt is a figure which shows the water discharging operation | movement of the flash valve shown in FIG. 本発明の第二実施形態であるフラッシュバルブの内部構造を模式的に示す概略構成図である。It is a schematic block diagram which shows typically the internal structure of the flash valve which is 2nd embodiment of this invention. 図8に示すフラッシュバルブの定流量弁体44aを示す側面図である。It is a side view which shows the constant flow valve body 44a of the flash valve shown in FIG. 図8に示すフラッシュバルブの定流量弁体44aを示す斜視図である。It is a perspective view which shows the constant flow valve body 44a of the flash valve shown in FIG. 図10に示すフラッシュバルブの吐水動作を説明するための図である。It is a figure for demonstrating the water discharging operation | movement of the flash valve shown in FIG. 給水圧と瞬間流量との関係を示す図である。It is a figure which shows the relationship between feed water pressure and instantaneous flow volume.

以下、添付図面を参照しながら本発明の実施の形態について説明する。説明の理解を容易にするため、各図面において同一の構成要素に対しては可能な限り同一の符号を付して、重複する説明は省略する。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. In order to facilitate the understanding of the description, the same constituent elements in the drawings will be denoted by the same reference numerals as much as possible, and redundant description will be omitted.

本発明の実施形態であるフラッシュバルブ(流路開閉装置)について図1に示す。図1は、本発明の実施形態であるフラッシュバルブを大便器への給水管に取り付けた状態を示す外観図である。図1に示されるように、フラッシュバルブSV(流路開閉装置)は、大便器SBへの給水管TBの途中に取り付けられている。フラッシュバルブSVは、給水を開始する指示を受けることで、給水管TBを経由する流路を開いて大便器SBに給水を開始する。その後、フラッシュバルブSVは、所定の条件を満たすことで自律的に流路を閉じて給水を停止する。   FIG. 1 shows a flash valve (flow path opening / closing device) according to an embodiment of the present invention. FIG. 1 is an external view showing a state in which a flush valve according to an embodiment of the present invention is attached to a water supply pipe to a toilet. As shown in FIG. 1, the flash valve SV (flow path opening / closing device) is attached in the middle of the water supply pipe TB to the toilet bowl SB. Upon receiving an instruction to start water supply, the flash valve SV opens a flow path through the water supply pipe TB and starts water supply to the toilet SB. Thereafter, the flash valve SV autonomously closes the flow path and stops water supply by satisfying a predetermined condition.

大便器SBは、封水部SWが設けられている。封水部SWには常時溜水がなされ、封水が形成されている。大便器SBを使用すると、封水部SWに汚物が投入される。大便器SBの使用後にフラッシュバルブSVを操作すると、フラッシュバルブSVから略一定の瞬間流量で洗浄水が供給される。この洗浄水によって、封水部SWの溜水及び汚物が流される。本実施形態の場合、大便器SBはサイフォン方式の便器であるので、サイフォン現象によって洗浄水は汚物と共に下流側へ吸引される。本実施形態のフラッシュバルブSVは、洗浄後に封水部SWにリフィル水を供給するように構成されている。   The toilet bowl SB is provided with a sealing part SW. The sealed water SW is always filled with water to form a sealed water. If the toilet bowl SB is used, filth will be thrown into the sealing part SW. When the flush valve SV is operated after using the toilet bowl SB, washing water is supplied from the flush valve SV at a substantially constant instantaneous flow rate. By this washing water, the accumulated water and filth in the sealed water portion SW are poured. In the case of this embodiment, since the toilet bowl SB is a siphon type toilet bowl, the wash water is sucked downstream along with the filth by the siphon phenomenon. The flush valve SV of the present embodiment is configured to supply refilled water to the sealing portion SW after cleaning.

フラッシュバルブSVは、本体部10と、電磁弁82とを備えている。本体部10内には、給水管TBに繋がる一次側内部流路20と、大便器SBに繋がる二次側内部流路30とが形成されている。本体部10内には弁体部材40が配置されている。弁体部材40は、一次側内部流路20と二次側内部流路30との間の流路開閉を行うものである。電磁弁82は、バイパス流路80に設けられている。電磁弁82を開くことで、弁体部材40の背圧が下がり開弁される。本実施形態では、給水管TBにおいて、フラッシュバルブSVよりも上流側には止水栓Vが、フラッシュバルブSVよりも下流側であって大便器SBよりも上流側にはバキュームブレーカーVBが、それぞれ配置されている。   The flash valve SV includes a main body 10 and an electromagnetic valve 82. In the main body part 10, a primary side internal flow path 20 connected to the water supply pipe TB and a secondary side internal flow path 30 connected to the toilet SB are formed. A valve body member 40 is disposed in the main body 10. The valve body member 40 opens and closes the flow path between the primary side internal flow path 20 and the secondary side internal flow path 30. The electromagnetic valve 82 is provided in the bypass flow path 80. By opening the electromagnetic valve 82, the back pressure of the valve body member 40 is lowered and the valve is opened. In the present embodiment, in the water supply pipe TB, a stop cock V is located upstream of the flush valve SV, a vacuum breaker VB is located downstream of the flush valve SV and upstream of the toilet SB. Has been placed.

続いて、本発明の第一実施形態であるフラッシュバルブSVの内部構造について、図2を参照しながら説明する。図2は、フラッシュバルブSVの内部構造を模式的に示す概略構成図である。   Next, the internal structure of the flash valve SV according to the first embodiment of the present invention will be described with reference to FIG. FIG. 2 is a schematic configuration diagram schematically showing the internal structure of the flash valve SV.

図2に示されるように、フラッシュバルブSVは、本体部10を備えている。本体部10の内部には、一次側内部流路20と、二次側内部流路30と、背圧室14と、副背圧室12とが形成されている。一次側内部流路20は、給水元である一次側流路(図1に示す給水管TBのフラッシュバルブSVよりも上流側の流路)から流入水Waを受け入れて、二次側内部流路30に向けて流出させるものである。一次側内部流路20の上流端には流入口21が設けられている。流入口21は、流入水Waを受け入れて一次側内部流路20に送り出す開口部である。   As shown in FIG. 2, the flash valve SV includes a main body 10. A primary side internal flow path 20, a secondary side internal flow path 30, a back pressure chamber 14, and a secondary back pressure chamber 12 are formed inside the main body 10. The primary side internal flow path 20 receives inflow water Wa from the primary side flow path (flow path upstream of the flush valve SV of the water supply pipe TB shown in FIG. 1) that is a water supply source, and receives the secondary side internal flow path. It flows out toward 30. An inlet 21 is provided at the upstream end of the primary side internal flow path 20. The inflow port 21 is an opening that receives the incoming water Wa and sends it out to the primary side internal flow path 20.

二次側内部流路30は、一次側内部流路20から流入する水を給水先である二次側流路(図1に示す給水管TBのフラッシュバルブSVよりも下流側の流路)に流出水Wbとして流出させるものである。二次側内部流路30の下流端には流出口31が設けられている。流出口31は、二次側内部流路30から二次側流路へ流出水Wbを送り出す開口部である。   The secondary-side internal flow path 30 converts the water flowing from the primary-side internal flow path 20 into a secondary-side flow path (a flow path downstream of the flush valve SV of the water supply tube TB shown in FIG. 1). This is to be discharged as the outflow water Wb. An outlet 31 is provided at the downstream end of the secondary side internal flow path 30. The outflow port 31 is an opening that sends out the effluent water Wb from the secondary side internal flow path 30 to the secondary side flow path.

一次側内部流路20と二次側内部流路30との間には、弁体部材40が配置されている。弁体部材40は、下流側の一端が二次側内部流路30に挿入されており、その反対側の他端が背圧室14に臨むように配置されている。弁体部材40は、二次側内部流路30の下流方向に沿って進退自在に配置されている。弁体部材40は、その上部に設けられた主弁体42と、その下部に設けられた定流量弁体44とからなり、両者が一体となって構成されている。   A valve body member 40 is disposed between the primary side internal flow path 20 and the secondary side internal flow path 30. The valve body member 40 is arranged such that one end on the downstream side is inserted into the secondary side internal flow path 30 and the other end on the opposite side faces the back pressure chamber 14. The valve body member 40 is disposed so as to freely advance and retract along the downstream direction of the secondary side internal flow path 30. The valve body member 40 is composed of a main valve body 42 provided in the upper part thereof and a constant flow valve body 44 provided in the lower part thereof, and both are integrally formed.

主弁体42は、一次側内部流路20と二次側内部流路30との間の流路開閉を行うためのものである。主弁体42は下流側の面において、主弁体面421を有している。弁体部材40が最も下流側に押し込まれると、主弁体面421が一次側内部流路20の二次側内部流路30に対する境界面に当接し、一次側内部流路20と二次側内部流路30との間の水の流通を遮断するように構成されている。従って、主弁体面421が当接する境界面は、主弁座面201(主弁座)として機能している。   The main valve body 42 is for opening and closing the flow path between the primary side internal flow path 20 and the secondary side internal flow path 30. The main valve body 42 has a main valve body surface 421 on the downstream surface. When the valve body member 40 is pushed most downstream, the main valve body surface 421 contacts the boundary surface of the primary side internal flow path 20 with respect to the secondary side internal flow path 30, and the primary side internal flow path 20 and the secondary side internal flow path It is comprised so that the distribution | circulation of the water between the flow paths 30 may be interrupted | blocked. Therefore, the boundary surface with which the main valve body surface 421 abuts functions as the main valve seat surface 201 (main valve seat).

定流量弁体44は、一次側内部流路20から二次側内部流路30へ流れる水の瞬間流量を調整するためのものである。定流量弁体44は、内部に形成された空間である弁内空間445を有している。また、定流量弁体44の底面においては、二次側内部流路30と弁内空間445とを連通する孔444が形成されている。定流量弁体44はまた、その外側面441において、溝状に形成されたスリット442を有している。更に、スリット442の上部には、外部と弁内空間445とを連通する孔443が形成されている。   The constant flow valve body 44 is for adjusting the instantaneous flow rate of water flowing from the primary side internal flow path 20 to the secondary side internal flow path 30. The constant flow valve body 44 has a valve inner space 445 which is a space formed inside. In addition, a hole 444 that communicates the secondary side internal flow path 30 and the valve internal space 445 is formed on the bottom surface of the constant flow valve body 44. The constant flow valve body 44 also has a slit 442 formed in a groove shape on the outer surface 441 thereof. Furthermore, a hole 443 that communicates the outside with the valve space 445 is formed in the upper portion of the slit 442.

この定流量弁体44の構造を、図3及び図4を参照しながら詳しく説明する。図3は、定流量弁体44の側面図であって、図4は定流量弁体44の斜視図である。定流量弁体44の外側面441には、均等な間隔で4つのスリット442が形成されている。各スリット442は、断面が矩形の有底な溝であり、外側面441の下端から中程まで形成されている。各スリット442は、スリット442の上端部に位置する水平な面である天面446と、側壁を形成する側壁面447とを有している。側壁面447は、その上部において略鉛直に形成された上部側壁面448と、その下部において傾斜状に形成された下部側壁面449、450とからなっている。このため、スリット442の上部においては、スリット442の幅は高さによらず一定である。一方、スリット442の下部においては、スリット442の幅は下方に行くほど広くなっている。   The structure of the constant flow valve body 44 will be described in detail with reference to FIGS. FIG. 3 is a side view of the constant flow valve body 44, and FIG. 4 is a perspective view of the constant flow valve body 44. Four slits 442 are formed at equal intervals on the outer surface 441 of the constant flow valve body 44. Each slit 442 is a bottomed groove having a rectangular cross section, and is formed from the lower end of the outer surface 441 to the middle. Each slit 442 has a top surface 446 which is a horizontal surface located at the upper end of the slit 442 and a side wall surface 447 forming a side wall. The side wall surface 447 includes an upper side wall surface 448 formed substantially vertically at the upper portion thereof, and lower side wall surfaces 449 and 450 formed inclined at the lower portion thereof. For this reason, in the upper part of the slit 442, the width | variety of the slit 442 is constant irrespective of height. On the other hand, in the lower part of the slit 442, the width of the slit 442 becomes wider toward the lower side.

さらに、定流量弁体44の外側面441には、天面446よりも上部において、2か所に孔443が形成されている。孔443は、鉛直方向の径よりも水平方向の径が長く、定流量弁体44の外部と弁内空間445とを連通するように形成されている。   Furthermore, holes 443 are formed at two locations on the outer surface 441 of the constant flow valve body 44 above the top surface 446. The hole 443 has a diameter in the horizontal direction that is longer than a diameter in the vertical direction, and is formed so as to communicate the outside of the constant flow valve body 44 and the valve inner space 445.

再び図2に戻って説明する。定流量弁体44の外側面441は、二次側内部流路30の内側壁と近接して対抗している。従って、弁体部材40が、一次側内部流路20と二次側内部流路30との間に水を通すように上昇(背圧室14へ入り込む方向、後退方向、開弁方向)すると、水が二次側内部流路30へと流入するが、その流路は二つ存在することとなる。   Returning again to FIG. The outer surface 441 of the constant flow valve body 44 faces and opposes the inner wall of the secondary side internal flow path 30. Therefore, when the valve body member 40 is lifted so as to allow water to pass between the primary side internal flow path 20 and the secondary side internal flow path 30 (direction to enter the back pressure chamber 14, backward direction, valve opening direction) Although water flows into the secondary side internal flow path 30, there are two such flow paths.

一つ目の流路(主流路)は、二次側内部流路30の内側壁とスリット442により形成された空間を通過し、二次側内部流路30へと流入する流路である。弁体部材40が、一次側内部流路20と二次側内部流路30との間に水を通すように上昇(背圧室14へ入り込む方向、後退方向、開弁方向)すると、一次側内部流路20からスリット442に水が流入する。このとき、弁体部材40が上昇するほど、水はスリット442の下部に対して流入することとなる。スリット442は、下方に行くほど幅が広くなっているため、水の流路断面積は広くなり、流量を増やすように作用する。弁体部材40が、一次側内部流路20と二次側内部流路30との間に水を通すように上昇(背圧室14へ入り込む方向)し、その後下降(流出口31へ向かう方向、前進方向、閉弁方向)すると、水はスリット442の上部に対して流入することとなる。その結果、水の流路断面積は狭くなり、流量を絞るように作用する。   The first flow path (main flow path) is a flow path that passes through the space formed by the inner wall of the secondary side internal flow path 30 and the slit 442 and flows into the secondary side internal flow path 30. When the valve body member 40 is lifted so as to allow water to pass between the primary side internal flow path 20 and the secondary side internal flow path 30 (the direction of entering the back pressure chamber 14, the retreat direction, and the valve opening direction), the primary side Water flows into the slit 442 from the internal flow path 20. At this time, the higher the valve body member 40 is, the more water flows into the lower portion of the slit 442. Since the slit 442 becomes wider as it goes downward, the cross-sectional area of the flow path of water becomes larger, and acts to increase the flow rate. The valve body member 40 rises so as to allow water to pass between the primary side internal flow path 20 and the secondary side internal flow path 30 (direction to enter the back pressure chamber 14), and then descends (direction toward the outlet 31). , Forward direction, valve closing direction), water will flow into the upper part of the slit 442. As a result, the cross-sectional area of the water channel becomes narrower and acts to reduce the flow rate.

二つ目の流路(副流路)は、孔443から弁内空間445に流入した後、孔444を通過して二次側内部流路30に流入する流路である。この流路は、弁体部材40の上昇及び下降によってその流路断面積がほとんど変化しない。従って、弁体部材40が、一次側内部流路20と二次側内部流路30との間に水を通すように上昇(背圧室14へ入り込む方向、後退方向、開弁方向)した状態においては、常に一定の瞬間流量で水が流れることとなる。   The second flow path (sub-flow path) is a flow path that flows from the hole 443 into the valve inner space 445 and then passes through the hole 444 and flows into the secondary-side internal flow path 30. The flow path cross-sectional area of this flow path hardly changes as the valve body member 40 moves up and down. Therefore, the valve body member 40 is lifted so as to allow water to pass between the primary side internal flow path 20 and the secondary side internal flow path 30 (the direction of entering the back pressure chamber 14, the backward direction, the valve opening direction). In, water always flows at a constant instantaneous flow rate.

主弁体42には、その上部側において収容凹部46が設けられている。収容凹部46は、背圧室14側から後退するように凹状に形成されている。収容凹部46の背圧室14側には、副弁座465が設けられている。収容凹部46は、孔461と、凹部462と、副孔463(背圧流路)と、が形成されている。   The main valve body 42 is provided with an accommodation recess 46 on the upper side thereof. The housing recess 46 is formed in a concave shape so as to recede from the back pressure chamber 14 side. A sub valve seat 465 is provided on the back pressure chamber 14 side of the housing recess 46. The accommodation recess 46 is formed with a hole 461, a recess 462, and a sub-hole 463 (back pressure flow path).

孔461は、一次側内部流路20と凹部462とを繋ぐ連通孔として形成されている。凹部462は、バネ50と、副弁桿48とを収容している。凹部462内には、副弁桿48の先端の大径部481が配置されている。大径部481は、バネ50と当接しており、バネ50を介して弁体部材40を流出口31に向けて付勢している。   The hole 461 is formed as a communication hole that connects the primary side internal flow path 20 and the recess 462. The recess 462 accommodates the spring 50 and the auxiliary valve rod 48. A large-diameter portion 481 at the tip of the auxiliary valve rod 48 is disposed in the recess 462. The large diameter portion 481 is in contact with the spring 50 and urges the valve body member 40 toward the outlet 31 via the spring 50.

副弁桿48は、棒状に延びる小径部483と、小径部483の先端に設けられている大径部481とを有している。小径部483は、副弁座465に設けられた連通路464(背圧流路)を貫通している。連通路464と小径部483との間には、通水可能な隙間が形成される。従って、孔461から凹部462に流入した水は、連通路464を通って背圧室14へと流れる。また、孔461を通った水の一部は、副孔463を通って背圧室14へと流れる。尚、連通路464が閉鎖されている場合は、孔461を通った全ての水が副孔463を通って背圧室14へと流れる。   The auxiliary valve rod 48 has a small diameter portion 483 extending in a rod shape and a large diameter portion 481 provided at the tip of the small diameter portion 483. The small diameter portion 483 passes through a communication path 464 (back pressure flow path) provided in the sub valve seat 465. A gap that allows water to flow is formed between the communication passage 464 and the small diameter portion 483. Accordingly, the water flowing into the recess 462 from the hole 461 flows into the back pressure chamber 14 through the communication path 464. Further, part of the water that has passed through the hole 461 flows to the back pressure chamber 14 through the sub-hole 463. When the communication path 464 is closed, all the water that has passed through the hole 461 flows to the back pressure chamber 14 through the auxiliary hole 463.

背圧室14と副背圧室12とは、第一位置調整部材60によって仕切られて分離されている。第一位置調整部材60には凹部601が設けられている。凹部601は、背圧室14に向けてその外壁が突出する凹部として形成されている。凹部601の下端には、連通路602が形成されている。凹部601の背圧室14側には、線形特性を有するバネ70が配置されている。バネ70は、一端が凹部601内に収容され、他端は第二位置調整部材65に当接するように配置されている。   The back pressure chamber 14 and the auxiliary back pressure chamber 12 are separated by a first position adjusting member 60. The first position adjustment member 60 is provided with a recess 601. The recess 601 is formed as a recess whose outer wall protrudes toward the back pressure chamber 14. A communication path 602 is formed at the lower end of the recess 601. A spring 70 having a linear characteristic is arranged on the back pressure chamber 14 side of the recess 601. One end of the spring 70 is accommodated in the recess 601 and the other end is disposed so as to contact the second position adjusting member 65.

第二位置調整部材65は、バネ70の巻き線の中心を貫通するように配置されている。第二位置調整部材65の一端は、副弁桿48の小径部483の一端と当接したり離隔したりするように配置され、第二位置調整部材65の他端は本体部10に固定されている。背圧室14に入った水は、連通路602を通じてバイパス流路80側へと流れる。   The second position adjusting member 65 is disposed so as to penetrate the center of the winding of the spring 70. One end of the second position adjusting member 65 is disposed so as to abut or separate from one end of the small diameter portion 483 of the auxiliary valve rod 48, and the other end of the second position adjusting member 65 is fixed to the main body portion 10. Yes. The water that has entered the back pressure chamber 14 flows to the bypass flow path 80 side through the communication path 602.

第一位置調整部材60は、副背圧室12と背圧室14との圧力差によって押される力とバネ70がそれに対抗しようとする力、及び第一調整部材60と弁体部材40に掛かる摺動抵抗とのバランスによって、副背圧室12を広げる(背圧室14を狭める)ように摺動したり、副背圧室12を狭める(背圧室14を広げる)ように摺動したりするように構成されている。   The first position adjusting member 60 is applied to the force pushed by the pressure difference between the auxiliary back pressure chamber 12 and the back pressure chamber 14, the force that the spring 70 tries to counter, and the first adjusting member 60 and the valve body member 40. Depending on the balance with the sliding resistance, the secondary back pressure chamber 12 is slid so as to widen (back pressure chamber 14 is narrowed), or the secondary back pressure chamber 12 is narrowed (back pressure chamber 14 is widened). It is configured so that.

副背圧室12には一次側内部流路20にかかる一次圧と同じ圧力がかかるように構成されている。具体的には、一次側内部流路20と副背圧室12とが副一次流路22によってつながれており、一次圧が副背圧室12に伝達されている。   The auxiliary back pressure chamber 12 is configured so that the same pressure as the primary pressure applied to the primary side internal flow path 20 is applied. Specifically, the primary side internal flow path 20 and the auxiliary back pressure chamber 12 are connected by the auxiliary primary flow path 22, and the primary pressure is transmitted to the auxiliary back pressure chamber 12.

背圧室14と二次側内部流路30とは、バイパス流路80によって繋がっている。バイパス流路80には電磁弁82が設けられている。電磁弁82が閉じられていれば、背圧室14の内部には一次圧がかかっている。一方、電磁弁82が開けられると、背圧室14の水がバイパス流路80から二次側内部流路30に流出し、背圧室14の内部圧力が低下する。   The back pressure chamber 14 and the secondary side internal flow path 30 are connected by a bypass flow path 80. An electromagnetic valve 82 is provided in the bypass flow path 80. If the electromagnetic valve 82 is closed, a primary pressure is applied to the inside of the back pressure chamber 14. On the other hand, when the electromagnetic valve 82 is opened, the water in the back pressure chamber 14 flows out from the bypass flow path 80 to the secondary side internal flow path 30, and the internal pressure in the back pressure chamber 14 decreases.

続いて、フラッシュバルブSVの動作について、図5〜図9を参照しながら説明する。図5〜図9は、図2に示すフラッシュバルブSVの吐水動作を示す図である。図5〜図9それぞれの(A)は給水圧が低圧の状態を示し、図5〜図9それぞれの(B)は給水圧が高圧の状態を示し、図5〜図9それぞれの(C)は弁体部材40のリフト量と副孔463及び連通路464の合算面積(小穴面積)と大便器SB側に流れる瞬間流量を示している。図5〜図9それぞれの(C)において、実線は給水圧が低い場合を示し、破線は給水圧が高い場合を示している。   Next, the operation of the flash valve SV will be described with reference to FIGS. 5 to 9 are diagrams showing the water discharge operation of the flash valve SV shown in FIG. (A) in each of FIGS. 5 to 9 shows a state where the feed water pressure is low, (B) in each of FIGS. 5 to 9 shows a state where the feed water pressure is high, and (C) in each of FIGS. Indicates the lift amount of the valve body member 40, the combined area (small hole area) of the auxiliary hole 463 and the communication passage 464, and the instantaneous flow rate flowing to the toilet SB side. In each of FIG. 5 to FIG. 9C, the solid line indicates the case where the feed water pressure is low, and the broken line indicates the case where the feed water pressure is high.

図5の(A)(B)(C)に示されるように、電磁弁82が閉じられていると、背圧室14及び副背圧室12には、一次側内部流路20と同じ一次圧がかかっている。弁体部材40の主弁体42も一次圧によって流出口31側に押し込まれており、主弁体42が一次側内部流路20と二次側内部流路30の境界面に密着して止水されている。また、副弁体482と副弁座465は当接しているので、副孔463及び連通路464の合算面積(小穴面積)は、副孔463のみの流路断面積となる。   As shown in FIGS. 5A, 5 </ b> B, and 5 </ b> C, when the electromagnetic valve 82 is closed, the back pressure chamber 14 and the auxiliary back pressure chamber 12 have the same primary as the primary side internal flow path 20. There is pressure. The main valve body 42 of the valve body member 40 is also pushed into the outlet 31 side by the primary pressure, and the main valve body 42 comes into close contact with the boundary surface between the primary side internal flow path 20 and the secondary side internal flow path 30 and stops. It is watered. Further, since the auxiliary valve body 482 and the auxiliary valve seat 465 are in contact with each other, the combined area (small hole area) of the auxiliary hole 463 and the communication passage 464 is a flow passage cross-sectional area of only the auxiliary hole 463.

続いて、図6の(A)(B)(C)に示されるように、時刻t1で電磁弁82が開かれると、まず圧力の低いバイパス流路80と背圧室14内が連通される。すると、背圧室14内の水がバイパス流路80側へ流出する。背圧室14と副背圧室12との圧力差が生じるため、第一位置調整部材60が押し下げられる。第二位置調整部材65は本体部10に固定されているため移動しない。バネ70は、移動しない第二位置調整部材65と第一位置調整部材60との間に配置されているため、第一位置調整部材60が押し下げられるとバネ70は縮んで反力を発生させる。第一位置調整部材60が弁体部材40に近づく量は、第一位置調整部材60が副背圧室12と背圧室14との差圧によって押される力とバネ70がそれに対抗しようとする力、及び第一調整部材60と弁体部材40に掛かる摺動抵抗とのバランスによって定められる。   Subsequently, as shown in FIGS. 6A, 6 </ b> B, and 6 </ b> C, when the electromagnetic valve 82 is opened at time t <b> 1, the low-pressure bypass flow path 80 and the back pressure chamber 14 are first communicated with each other. . Then, the water in the back pressure chamber 14 flows out to the bypass flow path 80 side. Since the pressure difference between the back pressure chamber 14 and the auxiliary back pressure chamber 12 is generated, the first position adjusting member 60 is pushed down. Since the second position adjusting member 65 is fixed to the main body 10, it does not move. Since the spring 70 is disposed between the second position adjusting member 65 and the first position adjusting member 60 that do not move, the spring 70 contracts and generates a reaction force when the first position adjusting member 60 is pushed down. The amount by which the first position adjusting member 60 approaches the valve body member 40 is such that the force that the first position adjusting member 60 is pressed by the differential pressure between the auxiliary back pressure chamber 12 and the back pressure chamber 14 and the spring 70 try to counter it. It is determined by the balance between the force and the sliding resistance applied to the first adjustment member 60 and the valve body member 40.

従って、図6の(A)に示されるように給水圧が低い場合は、第一位置調整部材60はあまり押し下げられず、図4の(B)に示されるように給水圧が高い場合は、第一位置調整部材60は大きく押し下げられる。   Therefore, when the feed water pressure is low as shown in FIG. 6A, the first position adjusting member 60 is not pushed down much, and when the feed water pressure is high as shown in FIG. The first position adjusting member 60 is largely pushed down.

背圧室14内の水が流出すると、弁体部材40が背圧室14側に押し上げられる。弁体部材40の主弁体42(主弁体面421)が主弁座面201から離脱するので、一次側内部流路20から二次側内部流路30に水が流れる。この一次側内部流路20から二次側内部流路30に流れる水の流量は、主流路(スリット442を通過する流路)を流れる流量と副流路(孔443を通過する流路)を流れる流量とを合わせた流量であって、一次側内部流路20からスリット442に水が流入する個所における、スリット442の幅(流路断面積の大きさ)によって調整される。すなわち、弁体部材40の位置に応じて主流路を流れる流量のみが調整され、副流路を流れる流量は弁体部材40の位置によらず略一定である。   When the water in the back pressure chamber 14 flows out, the valve body member 40 is pushed up to the back pressure chamber 14 side. Since the main valve body 42 (main valve body surface 421) of the valve body member 40 is detached from the main valve seat surface 201, water flows from the primary side internal flow path 20 to the secondary side internal flow path 30. The flow rate of water flowing from the primary side internal flow path 20 to the secondary side internal flow path 30 is the flow rate flowing through the main flow path (flow path passing through the slit 442) and the sub flow path (flow path passing through the hole 443). The flow rate is a combination of the flow rate and the flow rate, and is adjusted by the width of the slit 442 (the size of the cross-sectional area of the flow channel) at the location where water flows into the slit 442 from the primary side internal flow channel 20. That is, only the flow rate flowing through the main flow path is adjusted according to the position of the valve body member 40, and the flow rate flowing through the sub flow path is substantially constant regardless of the position of the valve body member 40.

第一位置調整部材60は、弁体部材40のリフト量を調整し、位置制御部材として機能するものであるから、図6の(A)のように比較的少なく押し下げられると弁体部材40のリフト量は大きくなり、図6の(B)のように比較的多く押し下げられると弁体部材40のリフト量は小さくなる。また、副弁体482と副弁座465は離隔しているので、副孔463及び連通路464の合算面積(小穴面積)は、副孔463及び連通路464の流路断面積となる。   Since the first position adjusting member 60 functions as a position control member by adjusting the lift amount of the valve body member 40, when the first position adjusting member 60 is pushed down relatively little as shown in FIG. The lift amount becomes large, and the lift amount of the valve body member 40 becomes small when the lift amount is relatively lowered as shown in FIG. Further, since the auxiliary valve body 482 and the auxiliary valve seat 465 are separated from each other, the combined area (small hole area) of the auxiliary hole 463 and the communication path 464 is the flow passage cross-sectional area of the auxiliary hole 463 and the communication path 464.

図6の(A)のように給水圧が低い場合に弁体部材40のリフト量が大きくなり、図6の(B)のように給水圧が高い場合に弁体部材40のリフト量が小さくなるので、大便器SB側に供給される洗浄水の瞬間流量は略同一なものとなる。尚、大便器SBに供給される洗浄水の瞬間流量を厳密に同一に保つ必要はなく、ある程度の範囲内での同等の瞬間流量を確保できれば足りるものである。   When the feed water pressure is low as shown in FIG. 6 (A), the lift amount of the valve body member 40 is large, and when the feed water pressure is high as shown in FIG. 6 (B), the lift amount of the valve body member 40 is small. Therefore, the instantaneous flow rate of the wash water supplied to the toilet SB side is substantially the same. Note that it is not necessary to keep the instantaneous flow rate of the wash water supplied to the toilet bowl SB exactly the same, and it is sufficient if an equivalent instantaneous flow rate within a certain range can be secured.

図7の(A)(B)(C)に示されるように、時刻t2で電磁弁82が閉じられると、副孔463及び連通路464を通って、背圧室14内に水が溜まる。副弁体482と副弁座465は離隔しているので、副孔463及び連通路464の合算面積(小穴面積)は、副孔463及び連通路464の流路断面積となる。従って、背圧室14には一気に多くの水が流入する。   As shown in FIGS. 7A, 7 </ b> B, and 7 </ b> C, when the electromagnetic valve 82 is closed at time t <b> 2, water accumulates in the back pressure chamber 14 through the auxiliary hole 463 and the communication path 464. Since the sub valve body 482 and the sub valve seat 465 are separated from each other, the combined area (small hole area) of the sub hole 463 and the communication path 464 is the flow passage cross-sectional area of the sub hole 463 and the communication path 464. Accordingly, a large amount of water flows into the back pressure chamber 14 at a stretch.

図8の(A)(B)(C)に示されるように、副孔463及び連通路464を通って、背圧室14内に一気に多くの水が流入すると、弁体部材40は流出口31方向に押し下げられる。弁体部材40が閉弁方向に押し下げられると、副弁体482と副弁座465が当接し、連通路464が閉塞される。副弁体482が形成されている副弁桿48の小径部483は、固定されている第二位置調整部材65に当接しているので、副弁体482の位置は給水圧の高低によらずに略一定なものとなる。従って、弁体部材40は、給水圧の高低によらずに所定の下降基準(基準位置)まで強制的に移動させられる。副弁体482と副弁座465が当接した後は、背圧室14内への流入は副孔463からのみになる。弁体部材40は、所定の下降基準まで強制的に移動するときよりも遅い速度で更に押し下げられる。その弁体部材40の動きに伴い、バネ50を介して副弁桿48も一体的に押し下げられる。   As shown in FIGS. 8A, 8 </ b> B, and 8 </ b> C, when a large amount of water flows into the back pressure chamber 14 through the sub-hole 463 and the communication passage 464, the valve body member 40 moves to the outlet. It is pushed down in the 31 direction. When the valve body member 40 is pushed down in the valve closing direction, the sub valve body 482 and the sub valve seat 465 come into contact with each other, and the communication passage 464 is closed. Since the small diameter portion 483 of the sub valve rod 48 in which the sub valve body 482 is formed is in contact with the fixed second position adjusting member 65, the position of the sub valve body 482 does not depend on whether the water supply pressure is high or low. It becomes almost constant. Therefore, the valve body member 40 is forcibly moved to a predetermined lowering reference (reference position) regardless of the level of the water supply pressure. After the auxiliary valve body 482 and the auxiliary valve seat 465 come into contact with each other, the inflow into the back pressure chamber 14 is only from the auxiliary hole 463. The valve body member 40 is further pushed down at a slower speed than when forcibly moving to a predetermined lowering reference. Along with the movement of the valve body member 40, the auxiliary valve rod 48 is also pushed down integrally through the spring 50.

弁体部材40が所定の下降基準(基準位置)まで強制的に移動させられた状態においては、スリット442の天面446の高さは、一次側内部流路20の二次側内部流路30に対する境界面よりも下に位置している。このため、一次側内部流路20からスリット442に水が流入する流路(主流路)は略遮断された状態となっている。一方、スリット442の天面446よりも上部に形成された孔443は、一次側内部流路20の二次側内部流路30に対する境界面よりも上に位置している。このため時刻t2以降においては、一次側内部流路20から二次側内部流路30に供給される水は、主流路を通過せず、前記副流路のみを通過することとなる。   In a state where the valve body member 40 is forcibly moved to a predetermined lowering reference (reference position), the height of the top surface 446 of the slit 442 is equal to the secondary side internal flow path 30 of the primary side internal flow path 20. It is located below the boundary surface for. For this reason, the flow path (main flow path) into which water flows into the slit 442 from the primary side internal flow path 20 is substantially blocked. On the other hand, the hole 443 formed above the top surface 446 of the slit 442 is located above the boundary surface of the primary side internal flow path 20 with respect to the secondary side internal flow path 30. For this reason, after time t2, the water supplied from the primary side internal flow path 20 to the secondary side internal flow path 30 does not pass through the main flow path but passes through only the sub flow path.

図9の(A)(B)(C)に示されるように、主弁体42が主弁座面201に当接するまで弁体部材40が押し下げられると、主流路及び副流路はいずれも閉じられた状態となるため、大便器SBに対する水の供給が停止される。従って、図8の(C)から図9の(C)に至るまでに大便器SBに供給される水が、大便器SBの封水部SWに供給されるリフィル水として用いられる。   As shown in FIGS. 9A, 9B, and 9C, when the valve body member 40 is pushed down until the main valve body 42 contacts the main valve seat surface 201, both the main flow path and the sub flow path are Since it is in a closed state, the supply of water to the toilet SB is stopped. Therefore, the water supplied to the toilet SB from (C) in FIG. 8 to (C) in FIG. 9 is used as the refill water supplied to the sealed water portion SW of the toilet SB.

このように、リフィル水供給段階開始前に、瞬間流量を減少させることによって、リフィル水供給段階において水を供給しても大便器SBの封水部SWに溜まらずに便器洗浄が行われることを抑制することができる。とくにサイフォン式大便器の場合、リフィル水供給段階における瞬間流量が大きすぎると、サイフォン減少が発生してしまい、便器洗浄が行われる可能性が高くなる。   In this way, by reducing the instantaneous flow rate before the start of the refill water supply stage, even if water is supplied in the refill water supply stage, toilet flushing is performed without accumulating in the sealing part SW of the toilet SB. Can be suppressed. In particular, in the case of a siphon-type toilet, if the instantaneous flow rate in the refill water supply stage is too large, siphon reduction occurs and the possibility of toilet cleaning is increased.

このリフィル水は副流路からのみ供給されるため、弁体部材40の位置が変化しているにも関わらず、図9に示したように時刻t2以降の瞬間流量は経時的に変動しない。一次側内部流路20を流れる水の瞬間流量が変動しないため、一次側内部流路20(給水圧)も変動しない。   Since this refill water is supplied only from the sub-flow channel, the instantaneous flow rate after time t2 does not vary with time as shown in FIG. 9 even though the position of the valve body member 40 has changed. Since the instantaneous flow rate of the water flowing through the primary side internal flow path 20 does not change, the primary side internal flow path 20 (feed water pressure) also does not change.

給水圧が低い場合と高い場合とを比較すると、時刻t2の直後における瞬間流量は、給水圧が低い場合は、給水圧が高い場合よりも小さくなっている。これは、瞬間流量が下記式の関係となることに起因する。
Q=Cv√Δp
Q:瞬間流量、Cv:流路抵抗の逆数、Δp:入口と出口の差圧
一方、時刻t2以降、主弁体42が主弁座面201に当接するまで(リフィル水の供給が停止するまで)に要する時間を比較すると、給水圧が低い場合の方が、給水圧が高い場合よりも長くなっている。これは、給水圧が低い場合は弁体部材40を押し下げる力が弱く、主弁体42が主弁座面201に当接するまで長時間を要するためである。
Comparing the case where the feed water pressure is low and the case where the feed water pressure is high, the instantaneous flow rate immediately after time t2 is smaller when the feed water pressure is low than when the feed water pressure is high. This is because the instantaneous flow rate has the following relationship.
Q = Cv√Δp
Q: instantaneous flow rate, Cv: reciprocal of channel resistance, Δp: differential pressure between inlet and outlet, after time t2, until main valve body 42 contacts main valve seat surface 201 (until refill water supply stops) ), The time when the feed water pressure is low is longer than that when the feed water pressure is high. This is because when the water supply pressure is low, the force to push down the valve body member 40 is weak, and it takes a long time for the main valve body 42 to contact the main valve seat surface 201.

時刻t2以降、大便器に供給されるリフィル水の総量は、図9の(C)の瞬間流量のグラフの、時刻t2以降の時間軸と各線との間に挟まれた図形の面積で表される。図9の(C)で明らかなように、給水圧が低い場合と高い場合とを比較すると、かかる図形の面積はほぼ同じとなっている。従って、給水圧が低い場合も高い場合も、所定の許容範囲内で所定量(大便器SBのタイプによって異なる)のリフィル水を供給することができる。   The total amount of refill water supplied to the toilet after time t2 is represented by the area of the graphic sandwiched between the time axis after time t2 and each line in the graph of instantaneous flow rate in FIG. 9C. The As apparent from FIG. 9C, when the water supply pressure is low and high, the area of the figure is almost the same. Therefore, even when the feed water pressure is low or high, a predetermined amount (depending on the type of the toilet SB) of refill water can be supplied within a predetermined allowable range.

上述したように、本実施形態の副弁桿48の副弁体482、副弁座465は、本願発明のリフィル水量調整手段として機能している。本実施形態では、このリフィル水量調整手段によって、大便器SBの封水を形成するためのリフィル水を大便器SBに供給するリフィル水供給段階(図8,9それぞれの(C)の時刻t2以降)において、一次側内部流路20からの給水圧に応じて弁体部材40の前進動作(主弁体42を主弁座面201に近づける動作)を調整することで、給水圧に依存しない所定量のリフィル水を大便器SBに供給することが可能なものとなっている。一次側流路からの給水圧に応じて弁体部材の前進動作を調整することで、主弁体の主弁座に対する近接度合いや、定流量弁体の定流量弁座に対する近接度合いを調整することができ、供給されるリフィル水の量が給水圧の高低に依存して変動することを抑制することができる。   As described above, the auxiliary valve body 482 and the auxiliary valve seat 465 of the auxiliary valve rod 48 of this embodiment function as the refill water amount adjusting means of the present invention. In the present embodiment, by this refill water amount adjusting means, the refill water supply stage for supplying the refill water for forming the sealed water of the toilet SB to the toilet SB (after time t2 of (C) in FIGS. 8 and 9 respectively) ), By adjusting the forward movement of the valve body member 40 (the action of bringing the main valve body 42 closer to the main valve seat surface 201) in accordance with the feed water pressure from the primary side internal flow path 20, a place that does not depend on the feed water pressure A fixed amount of refilled water can be supplied to the toilet SB. The degree of proximity of the main valve body to the main valve seat and the degree of proximity of the constant flow valve body to the constant flow valve seat are adjusted by adjusting the forward movement of the valve body member according to the supply water pressure from the primary side flow path. It is possible to suppress the amount of refill water to be supplied from fluctuating depending on the level of the water supply pressure.

更に、本実施形態の定流量弁体44のスリット442、孔443、弁内空間445、孔444は、本願発明のリフィル水流量保持手段として機能している。本実施形態では、リフィル水流量保持手段によって、リフィル水供給段階において一次側内部流路20から供給されるリフィル水の瞬間流量が経時的に変動しない。このため、一次側内部流路20の圧力(給水圧)が経時的に変動せず、一定に保たれる。その結果、上記の水量調整手段により、大便器SBに供給されるリフィル水の量を、給水圧に依存せず一定とすることができる。   Furthermore, the slit 442, the hole 443, the valve inner space 445, and the hole 444 of the constant flow valve body 44 of this embodiment function as the refill water flow rate holding means of the present invention. In this embodiment, the instantaneous flow rate of the refill water supplied from the primary side internal flow path 20 in the refill water supply stage does not vary with time by the refill water flow rate holding means. For this reason, the pressure (feed water pressure) of the primary side internal flow path 20 does not fluctuate with time and is kept constant. As a result, the amount of refill water supplied to the toilet SB can be made constant without depending on the water supply pressure by the water amount adjusting means.

続いて、本発明の第二実施形態であるフラッシュバルブSVaについて、図10を参照しながら説明する。フラッシュバルブSVaは、フラッシュバルブSVの定流量弁体44を定流量弁体44aに置換したものである。フラッシュバルブSVaはさらに、一次側内部流路20の二次側内部流路30に対する境界面のうち、主弁座面201の内側において、一次側内部流路20から二次側内部流路30に連通する貫通孔210を有している。   Next, a flash valve SVa that is a second embodiment of the present invention will be described with reference to FIG. The flash valve SVa is obtained by replacing the constant flow valve body 44 of the flash valve SV with a constant flow valve body 44a. The flash valve SVa further moves from the primary side internal flow path 20 to the secondary side internal flow path 30 on the inner side of the main valve seat surface 201 in the boundary surface of the primary side internal flow path 20 with respect to the secondary side internal flow path 30. It has a through-hole 210 that communicates.

定流量弁体44aの構造を、図11及び図12を参照しながら詳しく説明する。図11は、定流量弁体44aの側面図であって、図12は定流量弁体44aの斜視図である。定流量弁体44aの外側面441aには、均等な間隔で4つのスリット442aが形成されている。各スリット442aは、断面が矩形の有底な溝であり、外側面441aの下端から上端近傍まで形成されている。各スリット442aは側壁面447aを有している。側壁面447aは、傾斜状に形成された上部側壁面448a、上部側壁面448aの下方であって略鉛直に形成された中部側壁面449a、中部側壁面449aの下方であって傾斜状に形成された下部側壁面450a、451aとからなっている。このため、スリット442aの幅は下方に行くほど広くなっている。   The structure of the constant flow valve body 44a will be described in detail with reference to FIGS. FIG. 11 is a side view of the constant flow valve body 44a, and FIG. 12 is a perspective view of the constant flow valve body 44a. Four slits 442a are formed at equal intervals on the outer surface 441a of the constant flow valve body 44a. Each slit 442a is a bottomed groove having a rectangular cross section, and is formed from the lower end of the outer surface 441a to the vicinity of the upper end. Each slit 442a has a side wall surface 447a. The side wall surface 447a is formed in an inclined shape with an upper side wall surface 448a formed in an inclined shape, an intermediate side wall surface 449a formed below the upper side wall surface 448a and substantially vertically, and below the middle side wall surface 449a. Lower side wall surfaces 450a and 451a. For this reason, the width of the slit 442a becomes wider as it goes downward.

図3及び図4に示した定流量弁体44と比較すると、定流量弁体44aにおいては孔443が形成されていない点が異なっている。また、スリット442aの上部においても、スリット442aの幅は下方に行くほど広くなっている。   Compared with the constant flow valve body 44 shown in FIGS. 3 and 4, the constant flow valve body 44a is different in that no hole 443 is formed. Also, the width of the slit 442a becomes wider toward the lower side also in the upper part of the slit 442a.

再び図10に戻って説明する。定流量弁体44aの外側面441aは、二次側内部流路30の内側壁と近接して対抗している。従って、弁体部材40が、一次側内部流路20と二次側内部流路30との間に水を通すように上昇(背圧室14へ入り込む方向、後退方向、開弁方向)すると、水が二次側内部流路30へと流入するが、その流路は二つ存在することとなる。   Returning again to FIG. The outer surface 441 a of the constant flow valve body 44 a is opposed to the inner wall of the secondary side internal flow path 30. Therefore, when the valve body member 40 is lifted so as to allow water to pass between the primary side internal flow path 20 and the secondary side internal flow path 30 (direction to enter the back pressure chamber 14, backward direction, valve opening direction) Although water flows into the secondary side internal flow path 30, there are two such flow paths.

一つ目の流路(主流路)は、二次側内部流路30の内側壁とスリット442aにより形成された空間を通過し、二次側内部流路30へと流入する流路である。弁体部材40が、一次側内部流路20と二次側内部流路30との間に水を通すように上昇(背圧室14へ入り込む方向、後退方向、開弁方向)すると、一次側内部流路20からスリット442aに水が流入する。このとき、弁体部材40が上昇するほど、水はスリット442aの下部に対して流入することとなる。スリット442aは、下方に行くほど幅が広くなっているため、水の流路断面積は広くなり、流量を増やすように作用する。弁体部材40が、一次側内部流路20と二次側内部流路30との間に水を通すように上昇(背圧室14へ入り込む方向)し、その後下降(流出口31へ向かう方向、前進方向、閉弁方向)すると、水はスリット442aの上部に対して流入することとなる。その結果、水の流路断面積は狭くなり、流量を絞るように作用する。   The first flow path (main flow path) is a flow path that passes through the space formed by the inner wall of the secondary side internal flow path 30 and the slit 442 a and flows into the secondary side internal flow path 30. When the valve body member 40 is lifted so as to allow water to pass between the primary side internal flow path 20 and the secondary side internal flow path 30 (the direction of entering the back pressure chamber 14, the retreat direction, and the valve opening direction), the primary side Water flows from the internal flow path 20 into the slit 442a. At this time, the higher the valve body member 40 is, the more water flows into the lower portion of the slit 442a. Since the slit 442a becomes wider as it goes downward, the cross-sectional area of the flow path of water becomes larger, and acts to increase the flow rate. The valve body member 40 rises so as to allow water to pass between the primary side internal flow path 20 and the secondary side internal flow path 30 (direction to enter the back pressure chamber 14), and then descends (direction toward the outlet 31). , Forward direction, valve closing direction), water will flow into the upper part of the slit 442a. As a result, the cross-sectional area of the water channel becomes narrower and acts to reduce the flow rate.

二つ目の流路(副流路)は、一次側内部流路20から貫通孔210を通過して、二次側内部流路30に流入する流路である。この流路は、弁体部材40の上昇及び下降によって、流れの律速となる部分における流路断面積がほとんど変化しない。従って、弁体部材40が、一次側内部流路20と二次側内部流路30との間に水を通すように上昇(背圧室14へ入り込む方向、後退方向、開弁方向)した状態においては、常に一定の瞬間流量で水が流れることとなる。   The second flow path (sub-flow path) is a flow path that flows from the primary side internal flow path 20 through the through hole 210 and flows into the secondary side internal flow path 30. As for this flow path, the flow path cross-sectional area in the portion where the flow rate is controlled is hardly changed by the rising and lowering of the valve body member 40. Therefore, the valve body member 40 is lifted so as to allow water to pass between the primary side internal flow path 20 and the secondary side internal flow path 30 (the direction of entering the back pressure chamber 14, the backward direction, the valve opening direction). In, water always flows at a constant instantaneous flow rate.

フラッシュバルブSVaにおけるその他の構成は、フラッシュバルブSVと同じであるので、その説明を省略する。   The other configuration of the flash valve SVa is the same as that of the flash valve SV, and a description thereof will be omitted.

続いて、フラッシュバルブSVaの動作について、図13を参照しながら説明する。図13は、図10に示すフラッシュバルブSVaの吐水動作を示す図である。図13の(A)に示されるように、電磁弁82が閉じられていると、背圧室14及び副背圧室12には、一次側内部流路20と同じ一次圧がかかっている。弁体部材40の主弁体42も一次圧によって流出口31側に押し込まれており、主弁体42が一次側内部流路20と二次側内部流路30の境界面に密着して止水されている。また、副弁体482と副弁座465は当接しているので、副孔463及び連通路464の合算面積(小穴面積)は、副孔463のみの流路断面積となる。   Next, the operation of the flash valve SVa will be described with reference to FIG. FIG. 13 is a diagram showing a water discharge operation of the flash valve SVa shown in FIG. As shown in FIG. 13A, when the electromagnetic valve 82 is closed, the same primary pressure as the primary side internal flow path 20 is applied to the back pressure chamber 14 and the auxiliary back pressure chamber 12. The main valve body 42 of the valve body member 40 is also pushed into the outlet 31 side by the primary pressure, and the main valve body 42 comes into close contact with the boundary surface between the primary side internal flow path 20 and the secondary side internal flow path 30 and stops. It is watered. Further, since the auxiliary valve body 482 and the auxiliary valve seat 465 are in contact with each other, the combined area (small hole area) of the auxiliary hole 463 and the communication passage 464 is a flow passage cross-sectional area of only the auxiliary hole 463.

続いて、図13の(B)に示されるように、電磁弁82が開かれると、まず圧力の低いバイパス流路80と背圧室14内が連通される。すると、背圧室14内の水がバイパス流路80側へ流出する。背圧室14と副背圧室12との圧力差が生じるため、第一位置調整部材60が押し下げられる。第二位置調整部材65は本体部10に固定されているため移動しない。バネ70は、移動しない第二位置調整部材65と第一位置調整部材60との間に配置されているため、第一位置調整部材60が押し下げられるとバネ70は縮んで反力を発生させる。第一位置調整部材60が弁体部材40に近づく量は、第一位置調整部材60が副背圧室12と背圧室14との差圧によって押される力とバネ70がそれに対抗しようとする力、及び第一調整部材60と弁体部材40に掛かる摺動抵抗とのバランスによって定められる。   Subsequently, as shown in FIG. 13B, when the electromagnetic valve 82 is opened, first, the low-pressure bypass flow path 80 and the back pressure chamber 14 are communicated with each other. Then, the water in the back pressure chamber 14 flows out to the bypass flow path 80 side. Since the pressure difference between the back pressure chamber 14 and the auxiliary back pressure chamber 12 is generated, the first position adjusting member 60 is pushed down. Since the second position adjusting member 65 is fixed to the main body 10, it does not move. Since the spring 70 is disposed between the second position adjusting member 65 and the first position adjusting member 60 that do not move, the spring 70 contracts and generates a reaction force when the first position adjusting member 60 is pushed down. The amount by which the first position adjusting member 60 approaches the valve body member 40 is such that the force that the first position adjusting member 60 is pressed by the differential pressure between the auxiliary back pressure chamber 12 and the back pressure chamber 14 and the spring 70 try to counter it. It is determined by the balance between the force and the sliding resistance applied to the first adjustment member 60 and the valve body member 40.

従って、給水圧が低い場合は、第一位置調整部材60はあまり押し下げられず、給水圧が高い場合は、第一位置調整部材60は大きく押し下げられる。   Therefore, when the feed water pressure is low, the first position adjustment member 60 is not pushed down so much, and when the feed water pressure is high, the first position adjustment member 60 is pushed down greatly.

背圧室14内の水が流出すると、弁体部材40が背圧室14側に押し上げられる。弁体部材40の主弁体42(主弁体面421)が主弁座面201から離脱するので、一次側内部流路20から二次側内部流路30に水が流れる。この一次側内部流路20から二次側内部流路30に流れる水の流量は、主流路(スリット442aを通過する流路)を流れる流量と副流路(貫通孔210を通過する流路)を流れる流量とを合わせた流量であって、一次側内部流路20からスリット442aに水が流入する個所における、スリット442aの幅(流路断面積の大きさ)によって調整される。すなわち、弁体部材40の位置に応じて主流路を流れる流量のみが調整され、副流路を流れる流量は弁体部材40の位置によらず略一定である。   When the water in the back pressure chamber 14 flows out, the valve body member 40 is pushed up to the back pressure chamber 14 side. Since the main valve body 42 (main valve body surface 421) of the valve body member 40 is detached from the main valve seat surface 201, water flows from the primary side internal flow path 20 to the secondary side internal flow path 30. The flow rate of water flowing from the primary side internal flow path 20 to the secondary side internal flow path 30 is the flow rate of the main flow path (flow path passing through the slit 442a) and the sub flow path (flow path passing through the through hole 210). And is adjusted by the width of the slit 442a (the size of the cross-sectional area of the flow path) where water flows from the primary-side internal flow path 20 into the slit 442a. That is, only the flow rate flowing through the main flow path is adjusted according to the position of the valve body member 40, and the flow rate flowing through the sub flow path is substantially constant regardless of the position of the valve body member 40.

第一位置調整部材60は、弁体部材40のリフト量を調整するものであるから、給水圧が低く比較的少なく押し下げられると弁体部材40のリフト量は大きくなり、給水圧が高く比較的多く押し下げられると弁体部材40のリフト量は小さくなる。また、副弁体482と副弁座465は離隔しているので、副孔463及び連通路464の合算面積(小穴面積)は、副孔463及び連通路464の流路断面積となる。   Since the first position adjusting member 60 is for adjusting the lift amount of the valve body member 40, when the feed water pressure is low and pushed down relatively low, the lift amount of the valve body member 40 becomes large and the feed water pressure is relatively high. When the valve member 40 is pushed down a lot, the lift amount of the valve body member 40 becomes small. Further, since the auxiliary valve body 482 and the auxiliary valve seat 465 are separated from each other, the combined area (small hole area) of the auxiliary hole 463 and the communication path 464 is the flow passage cross-sectional area of the auxiliary hole 463 and the communication path 464.

給水圧が低い場合に弁体部材40のリフト量が大きくなり、給水圧が高い場合に弁体部材40のリフト量が小さくなるので、大便器SB側に供給される洗浄水の瞬間流量は略同一なものとなる。尚、大便器SBに供給される洗浄水の瞬間流量を厳密に同一に保つ必要はなく、ある程度の範囲内での同等の瞬間流量を確保できれば足りるものである。   When the feed water pressure is low, the lift amount of the valve body member 40 is large, and when the feed water pressure is high, the lift amount of the valve body member 40 is small. Therefore, the instantaneous flow rate of the cleaning water supplied to the toilet SB side is approximately. It will be the same. Note that it is not necessary to keep the instantaneous flow rate of the wash water supplied to the toilet bowl SB exactly the same, and it is sufficient if an equivalent instantaneous flow rate within a certain range can be secured.

図13の(C)に示されるように、電磁弁82が閉じられると、副孔463及び連通路464を通って、背圧室14内に水が溜まる。副弁体482と副弁座465は離隔しているので、副孔463及び連通路464の合算面積(小穴面積)は、副孔463及び連通路464の流路断面積となる。従って、背圧室14には一気に多くの水が流入する。   As shown in FIG. 13C, when the electromagnetic valve 82 is closed, water accumulates in the back pressure chamber 14 through the auxiliary hole 463 and the communication passage 464. Since the sub valve body 482 and the sub valve seat 465 are separated from each other, the combined area (small hole area) of the sub hole 463 and the communication path 464 is the flow passage cross-sectional area of the sub hole 463 and the communication path 464. Accordingly, a large amount of water flows into the back pressure chamber 14 at a stretch.

図13の(D)に示されるように、副孔463及び連通路464を通って、背圧室14内に一気に多くの水が流入すると、弁体部材40は流出口31方向に押し下げられる。弁体部材40が閉弁方向に押し下げられると、副弁体482と副弁座465が当接し、連通路464が閉塞される。副弁体482が形成されている副弁桿48の小径部483は、固定されている第二位置調整部材65に当接しているので、副弁体482の位置は給水圧の高低によらずに略一定なものとなる。従って、弁体部材40は、給水圧の高低によらずに所定の下降基準(基準位置)まで強制的に移動させられる。副弁体482と副弁座465が当接した後は、背圧室14内への流入は副孔463からのみになる。弁体部材40は、所定の下降基準まで強制的に移動するときよりも遅い速度で更に押し下げられる。その弁体部材40の動きに伴い、バネ50を介して副弁桿48も一体的に押し下げられる。   As shown in FIG. 13D, when a large amount of water flows into the back pressure chamber 14 through the sub-hole 463 and the communication passage 464, the valve body member 40 is pushed down toward the outlet 31. When the valve body member 40 is pushed down in the valve closing direction, the sub valve body 482 and the sub valve seat 465 come into contact with each other, and the communication passage 464 is closed. Since the small diameter portion 483 of the sub valve rod 48 in which the sub valve body 482 is formed is in contact with the fixed second position adjusting member 65, the position of the sub valve body 482 does not depend on whether the water supply pressure is high or low. It becomes almost constant. Therefore, the valve body member 40 is forcibly moved to a predetermined lowering reference (reference position) regardless of the level of the water supply pressure. After the auxiliary valve body 482 and the auxiliary valve seat 465 come into contact with each other, the inflow into the back pressure chamber 14 is only from the auxiliary hole 463. The valve body member 40 is further pushed down at a slower speed than when forcibly moving to a predetermined lowering reference. Along with the movement of the valve body member 40, the auxiliary valve rod 48 is also pushed down integrally through the spring 50.

弁体部材40が所定の下降基準(基準位置)まで強制的に移動させられた状態においては、スリット442aのうち最も高い部分は、一次側内部流路20の二次側内部流路30に対する境界面よりも下に位置している。このため、一次側内部流路20からスリット442aに水が流入する流路(主流路)は略遮断された状態となっている。一方、一次側内部流路20から貫通孔210に流入する流路(副流路)は、主弁体面421が主弁座面201から離れている状態においては遮断されない。このため、弁体部材40が基準位置まで移動した以降においては、一次側内部流路20から二次側内部流路30に供給される水は、主流路を通過せず、前記副流路のみを通過することとなる。   In a state where the valve body member 40 is forcibly moved to a predetermined lowering reference (reference position), the highest part of the slit 442a is the boundary of the primary side internal flow path 20 with respect to the secondary side internal flow path 30. Located below the surface. For this reason, the flow path (main flow path) into which water flows from the primary side internal flow path 20 into the slit 442a is substantially blocked. On the other hand, the flow path (sub flow path) flowing into the through-hole 210 from the primary side internal flow path 20 is not blocked when the main valve body surface 421 is separated from the main valve seat surface 201. For this reason, after the valve body member 40 has moved to the reference position, the water supplied from the primary side internal flow path 20 to the secondary side internal flow path 30 does not pass through the main flow path but only the sub flow path. Will pass.

その後、主弁体42が主弁座面201に当接するまで弁体部材40が押し下げられると、主流路及び副流路はいずれも閉じられた状態となるため、大便器SBに対する水の供給が停止される。従って、弁体部材40が基準位置まで移動してから、主弁体42が主弁座面201に当接するまでの間に大便器SBに供給される水が、大便器SBの封水部SWに供給されるリフィル水として用いられる。   Thereafter, when the valve body member 40 is pushed down until the main valve body 42 comes into contact with the main valve seat surface 201, both the main flow path and the sub flow path are closed, so that water is supplied to the toilet SB. Stopped. Accordingly, the water supplied to the toilet SB between the time when the valve body member 40 is moved to the reference position and the time when the main valve body 42 contacts the main valve seat surface 201 is the sealed portion SW of the toilet SB. Used as refill water to be supplied to

このように、リフィル水供給段階開始前に、瞬間流量を減少させることによって、リフィル水供給段階において水を供給しても大便器SBの封水部SWに溜まらずに便器洗浄が行われることを抑制することができる。とくにサイフォン式大便器の場合、リフィル水供給段階における瞬間流量が大きすぎると、サイフォン減少が発生してしまい、便器洗浄が行われる可能性が高くなる。   In this way, by reducing the instantaneous flow rate before the start of the refill water supply stage, even if water is supplied in the refill water supply stage, toilet flushing is performed without accumulating in the sealing part SW of the toilet SB. Can be suppressed. In particular, in the case of a siphon-type toilet, if the instantaneous flow rate in the refill water supply stage is too large, siphon reduction occurs and the possibility of toilet cleaning is increased.

このリフィル水は副流路からのみ供給されるため、弁体部材40の位置が変化しているにも関わらず、弁体部材40が基準位置まで移動した以降における瞬間流量は変動しない。一次側内部流路20を流れる水の瞬間流量が変動しないため、一次側内部流路20(給水圧)も変動しない。   Since this refill water is supplied only from the sub-flow path, the instantaneous flow rate after the valve body member 40 has moved to the reference position does not fluctuate even though the position of the valve body member 40 has changed. Since the instantaneous flow rate of the water flowing through the primary side internal flow path 20 does not change, the primary side internal flow path 20 (feed water pressure) also does not change.

以上のように、本実施形態の定流量弁体44aのスリット442a、及び貫通孔210は、本願発明のリフィル水流量保持手段として機能している。本実施形態では、リフィル水流量保持手段によって、リフィル水供給段階において一次側内部流路20から供給されるリフィル水の瞬間流量が経時的に変動しない。このため、一次側内部流路20の圧力(給水圧)が経時的に変動せず、一定に保たれる。その結果、本実施形態においても、大便器SBに供給されるリフィル水の量を、給水圧に依存せず一定とすることができる。   As described above, the slit 442a and the through hole 210 of the constant flow valve body 44a of the present embodiment function as the refill water flow rate holding means of the present invention. In this embodiment, the instantaneous flow rate of the refill water supplied from the primary side internal flow path 20 in the refill water supply stage does not vary with time by the refill water flow rate holding means. For this reason, the pressure (feed water pressure) of the primary side internal flow path 20 does not fluctuate with time and is kept constant. As a result, also in this embodiment, the amount of refill water supplied to the toilet bowl SB can be made constant without depending on the supply water pressure.

以上、具体例を参照しつつ本発明の実施の形態について説明した。しかし、本発明はこれらの具体例に限定されるものではない。すなわち、これら具体例に、当業者が適宜設計変更を加えたものも、本発明の特徴を備えている限り、本発明の範囲に包含される。例えば、前述した各具体例が備える各要素およびその配置、材料、条件、形状、サイズなどは、例示したものに限定されるわけではなく適宜変更することができる。また、前述した各実施の形態が備える各要素は、技術的に可能な限りにおいて組み合わせることができ、これらを組み合わせたものも本発明の特徴を含む限り本発明の範囲に包含される。   The embodiments of the present invention have been described above with reference to specific examples. However, the present invention is not limited to these specific examples. In other words, those specific examples that have been appropriately modified by those skilled in the art are also included in the scope of the present invention as long as they have the characteristics of the present invention. For example, the elements included in each of the specific examples described above and their arrangement, materials, conditions, shapes, sizes, and the like are not limited to those illustrated, but can be changed as appropriate. Moreover, each element with which each embodiment mentioned above is provided can be combined as long as technically possible, and the combination of these is also included in the scope of the present invention as long as it includes the features of the present invention.

SV:フラッシュバルブ(流路開閉装置)
SB:大便器
SW:封水部
TB:給水管
V:止水栓
10:本体部
12:副背圧室
14:背圧室
20:一次側内部流路
201:主弁座面(主弁座)
21:流入口
210 貫通孔
22:副一次流路
30:二次側内部流路
31:流出口
40:弁体部材
42:主弁体
421:主弁体面
44:定流量弁体
441:外側面
442 スリット
443 孔
444 孔
445 弁内空間
446 天面
447 側壁面
448 上部側壁面
449 下部側壁面
46:収容凹部
461:孔
462 凹部
463:副孔(背圧流路)
464:連通路(背圧流路)
465 副弁座
48:副弁桿
481:大径部
482:副弁体
483:小径部
50:バネ
60:第一位置調整部材
601:凹部
602:連通路
65:第二位置調整部材
70:バネ
80:バイパス流路
82:電磁弁
Wa:流入水
Wb:流出水
SV: Flush valve (channel opening / closing device)
SB: Toilet bowl SW: Sealing part TB: Water supply pipe V: Stop cock 10: Main part 12: Sub back pressure chamber 14: Back pressure chamber 20: Primary side internal flow path 201: Main valve seat surface (main valve seat )
21: Inflow port 210 Through hole 22: Sub primary flow path 30: Secondary side internal flow path 31: Outlet port 40: Valve body member 42: Main valve body 421: Main valve body surface 44: Constant flow valve body 441: Outer surface 442 Slit 443 Hole 444 Hole 445 Valve interior space 446 Top surface 447 Side wall surface 448 Upper side wall surface 449 Lower side wall surface 46: Housing recess 461: Hole 462 Recess 463: Sub-hole (back pressure flow path)
464: Communication path (back pressure flow path)
465 Sub valve seat 48: Sub valve rod 481: Large diameter portion 482: Sub valve body 483: Small diameter portion 50: Spring 60: First position adjustment member 601: Recess 602: Communication path 65: Second position adjustment member 70: Spring 80: Bypass channel 82: Solenoid valve Wa: Inflow water Wb: Outflow water

Claims (5)

給水を開始する指示を受けることで大便器に給水を開始し、所定の条件を満たすことで自律的に給水を停止する流路開閉装置であって、
給水元に繋がる一次側流路と給水先である大便器へ繋がる二次側流路との間の流路開閉を行う主弁体及び主弁座を有する主バルブと、
前記一次側流路から前記二次側流路へ流れる水の瞬間流量を一定に保つように相互間に形成される流路断面積を調整する定流量弁体及び定流量弁座を有する定流量バルブと、を備え、
前記主弁体及び前記定流量弁体は一体化された弁体部材として形成され、
前記主バルブは、前記弁体部材の可動量を調整するように、前記弁体部材の摺動方向に沿って移動する位置制御部材を有し、
前記位置制御部材は、前記一次側流路の水圧に応じて位置を調整するものであって、前記一次側流路の水圧が高まると前記位置制御部材が前記弁体部材の可動量を狭める方向に移動するように構成されており、
前記大便器を洗浄するための洗浄水を前記大便器に供給する洗浄水供給段階では、前記弁体部材を後退方向に駆動し、前記主弁体を前記主弁座から離隔させることで前記二次側流路に洗浄水を供給すると共に、前記流路断面積を調整することで洗浄水の瞬間流量を一定に保つ一方で、
前記大便器の封水を形成するためのリフィル水を前記大便器に供給するリフィル水供給段階では、リフィル水の瞬間流量が経時的に変動することを抑制し一定となるように保つリフィル水流量保持手段と、
を備えることを特徴とする流路開閉装置。
A channel opening and closing device that starts supplying water to a toilet by receiving an instruction to start water supply, and autonomously stops water supply by satisfying a predetermined condition,
A main valve body having a main valve body and a main valve seat that opens and closes a flow path between a primary flow path connected to a water supply source and a secondary flow path connected to a toilet that is a water supply destination;
A constant flow valve having a constant flow valve body and a constant flow valve seat for adjusting a cross-sectional area formed between the primary flow path and the secondary flow path so as to keep a constant instantaneous flow rate of water flowing from the primary flow path to the secondary flow path A valve,
The main valve body and the constant flow valve body are formed as an integrated valve body member,
The main valve has a position control member that moves along a sliding direction of the valve body member so as to adjust a movable amount of the valve body member,
The position control member adjusts the position according to the water pressure of the primary side flow path, and the position control member narrows the movable amount of the valve body member when the water pressure of the primary side flow path increases. Is configured to move to
In the wash water supply stage for supplying wash water for washing the toilet to the toilet, the valve body member is driven in the backward direction to separate the main valve body from the main valve seat. While supplying cleaning water to the secondary flow path, while maintaining the constant flow rate of cleaning water by adjusting the cross-sectional area of the flow path,
In the refill water supply stage for supplying the refill water for forming the sealing water of the toilet to the toilet, the refill water flow rate that keeps the instantaneous flow rate of the refill water constant and restrains fluctuation over time. Holding means;
A channel opening and closing device comprising:
サイフォン式大便器に接続されることを特徴とする、請求項1に記載の流路開閉装置。   The flow path opening and closing device according to claim 1, wherein the flow path opening and closing device is connected to a siphon type toilet. 前記リフィル水流量保持手段は、リフィル水が供給される流路の流路断面積が、前記弁体部材の駆動によって変動することを抑制するものであることを特徴とする、請求項1又は請求項2に記載の流路開閉装置。   The refill water flow rate holding means suppresses fluctuations in the flow path cross-sectional area of the flow path to which refill water is supplied by driving the valve body member. Item 3. The flow path opening / closing device according to Item 2. 前記大便器に洗浄水を供給するための流路として、主流路と、前記主流路とは別に設けられた副流路と、が設けられ、前記リフィル水供給段階においては、リフィル水は前記主流路を通過せず、前記副流路からのみ供給されることを特徴とする、請求項3に記載の流路開閉装置。   As a flow path for supplying cleaning water to the toilet, a main flow path and a sub flow path provided separately from the main flow path are provided. In the refill water supply stage, refill water is the main flow. The flow path opening / closing apparatus according to claim 3, wherein the flow path opening / closing apparatus is supplied only from the sub-flow path without passing through a path. 前記副流路は、前記弁体部材に設けられていることを特徴とする、請求項4に記載の流路開閉装置。   The flow path opening and closing device according to claim 4, wherein the sub flow path is provided in the valve body member.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015175435A (en) * 2014-03-14 2015-10-05 Toto株式会社 Flow passage opening/closing device
CN109798368A (en) * 2019-02-27 2019-05-24 苏州纽威阀门股份有限公司 A kind of seperating range control valve

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5462534A (en) * 1977-10-27 1979-05-19 Toto Ltd Flash valve
JPH03105789U (en) * 1990-02-19 1991-11-01
JPH06336753A (en) * 1993-05-28 1994-12-06 Inax Corp Flush valve
JPH11210045A (en) * 1997-10-14 1999-08-03 Sloan Valve Co Flushing valve and refilling ring therefor

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5462534A (en) * 1977-10-27 1979-05-19 Toto Ltd Flash valve
JPH03105789U (en) * 1990-02-19 1991-11-01
JPH06336753A (en) * 1993-05-28 1994-12-06 Inax Corp Flush valve
JPH11210045A (en) * 1997-10-14 1999-08-03 Sloan Valve Co Flushing valve and refilling ring therefor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015175435A (en) * 2014-03-14 2015-10-05 Toto株式会社 Flow passage opening/closing device
CN109798368A (en) * 2019-02-27 2019-05-24 苏州纽威阀门股份有限公司 A kind of seperating range control valve
CN109798368B (en) * 2019-02-27 2023-08-29 苏州纽威阀门股份有限公司 Part-way regulating valve

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