JP2014025235A - Septic tank drainage treatment system - Google Patents

Septic tank drainage treatment system Download PDF

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JP2014025235A
JP2014025235A JP2012165265A JP2012165265A JP2014025235A JP 2014025235 A JP2014025235 A JP 2014025235A JP 2012165265 A JP2012165265 A JP 2012165265A JP 2012165265 A JP2012165265 A JP 2012165265A JP 2014025235 A JP2014025235 A JP 2014025235A
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pump
tank
water level
septic tank
pump tank
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JP5990423B2 (en
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Akira Okamoto
晃 岡本
Masahiro Hori
昌広 堀
Yukinori Oishi
幸徳 大石
Takafumi Arahara
隆文 荒原
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Aron Kasei Co Ltd
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Aron Kasei Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a septic tank drainage treatment system capable of curbing a running cost by reducing operating time of a pump device when treating drainage discharged from a septic tank.SOLUTION: A pump tank 20 has a pump device 25 and a water level detection device 27 provided with liquid surface detection units 27A and 27B arranged at different heights from each other. When a water level inside the pump tank 20 increases and reaches the liquid surface detection unit 27A at a high water level side, the pump device is turned from a non-drive state to a drive state. When the liquid surface detection unit 27B at a low water level side detects that the water level reaches the same, the pump device 25 is turned from the drive state to the non-drive state.

Description

本発明は、浄化槽から排出された排水を放流先に放流するための浄化槽排水処理システムに関するものである。   The present invention relates to a septic tank wastewater treatment system for discharging wastewater discharged from a septic tank to a discharge destination.

従来、公共下水道設備が整っていない地域において、一般家庭等からの排水を浄化槽を用いて浄化処理し、側溝等の排水設備や河川に放流することが行われている。ここで、浄化槽の排水管の管底高さが、放流先の水位より十分高い場合には、該浄化槽の排水は放流先に向けて自然流下させることができるが、土地の勾配や、浄化槽と放流先との距離が長いなどの条件により、浄化槽の排水を放流先に自然流下させることができない場合がある。そこで、浄化槽の排水を放流先に自然流下させることができない場合があるところでは、ポンプを使って強制的に浄化槽の排水を放流先へ圧送するようにした構成が提案されている(例えば、特許文献1,2参照。)。   Conventionally, in areas where public sewerage facilities are not in place, wastewater from ordinary households is purified using a septic tank and discharged into drainage facilities such as gutters and rivers. Here, when the bottom height of the drainage pipe of the septic tank is sufficiently higher than the water level of the discharge destination, the drainage of the septic tank can be allowed to flow naturally toward the discharge destination, Depending on conditions such as a long distance to the discharge destination, the septic tank drainage may not be allowed to flow naturally to the discharge destination. Therefore, where there is a case where the septic tank drainage cannot be allowed to flow naturally to the discharge destination, a configuration has been proposed in which the septic tank drainage is forcibly sent to the discharge destination using a pump (for example, a patent) References 1 and 2).

特許文献1に開示された構成は、浄化槽本体の外側で、浄化槽本体が設置される床盤上面より離間して、ポンプ槽を着脱可能に支持させている。   In the configuration disclosed in Patent Document 1, the pump tank is detachably supported on the outside of the septic tank body, spaced from the upper surface of the floor board on which the septic tank body is installed.

特許文献2に開示された構成は、ポンプ槽外槽内の上部を通る送液管の槽内液に浸らない高さに、水中ポンプ稼働中と停止中とで開閉が切り替わる通気弁が配置されている。   The configuration disclosed in Patent Document 2 is provided with a vent valve that switches between opening and closing when the submersible pump is operating and stopped at a height that does not immerse in the liquid in the tank of the liquid feeding pipe that passes through the upper part of the outer tank of the pump tank. ing.

特開2002−248484号公報JP 2002-248484 A 特開2003−65279号公報JP 2003-65279 A

しかしながら、これまでの従来構成には、以下の問題がある。すなわち、浄化槽と放流先とが同じくらいの高さで施工されている場合は、放流先に自然流下させることができない場合があるため常時ポンプを駆動させなければならない。しかし、放流先の水位は変化するため、浄化槽の排水管の管底に対して放流先の水位が高くなったり低くなったりする場合があるところ、該管底に対して放流先の水位が低くなった場合は、自然流下が可能であり、実際にはポンプの駆動は不要となる。このため、従来構成は無駄にポンプの稼働時間が長くなってしまい、ランニングコストが高騰するという問題がある。一方、放流先の水位を常時監視してポンプのON・OFFを制御する構成は、構成が複雑となり、監視負担が大きすぎる。   However, the conventional configurations so far have the following problems. That is, when the septic tank and the discharge destination are constructed at the same height, the pump must always be driven because it may not be allowed to flow down naturally to the discharge destination. However, since the water level at the discharge destination changes, the water level at the discharge destination may be higher or lower than the bottom of the drainage pipe of the septic tank. The water level at the discharge destination is lower than the bottom of the pipe. In such a case, natural flow is possible, and in practice, it is not necessary to drive the pump. For this reason, the conventional configuration has the problem that the operating time of the pump becomes unnecessarily long and the running cost increases. On the other hand, the configuration in which the water level at the discharge destination is constantly monitored to control ON / OFF of the pump is complicated and the monitoring burden is too large.

そこで本発明は、ポンプ装置を備えた浄化槽排水処理システムであって、簡単な構成で、該ポンプ装置のランニングコストを抑えることができる構成を提供することを目的とする。   Therefore, an object of the present invention is to provide a septic tank wastewater treatment system including a pump device, which can reduce the running cost of the pump device with a simple configuration.

本発明は、浄化槽から排出された排水を放流先に放流するための浄化槽排水処理システムであって、浄化槽から排出された排水が流入するポンプ槽を備え、さらに該ポンプ槽内に流入した排水を前記放流先に放流するための、該ポンプ槽と該放流先とを繋ぐ排水経路に、該排水経路の下流側から該ポンプ槽内に排水が逆流することを防止する逆流防止手段が設けられており、前記ポンプ槽には、該ポンプ槽内に流入した排水を前記放流先に吐出する駆動状態と、吐出しない非駆動状態とに選択的に状態変換自在なポンプ装置と、該ポンプ槽内に互いに高さを異ならせて配置された一対の液面検知部を有する水位検知手段と、が設けられており、該水位検知手段は、該ポンプ槽内の水位が上昇して該水位が高レベル側の液面検知部に達したこと、及び、該ポンプ槽内の水位が下降して該水位が低レベル側の液面検知部に達したことを検知し、前記ポンプ装置が非駆動状態のときに前記水位検知手段が高レベル側の液面検知部に水位が達したことを検知すると、該ポンプ装置が駆動状態となり、一方、該ポンプ装置が駆動状態のときに前記水位検知手段が低レベル側の液面検知部に水位が達したことを検知すると、該ポンプ装置が非駆動状態となることを特徴とする浄化槽排水処理システムである。   The present invention is a septic tank wastewater treatment system for discharging wastewater discharged from a septic tank to a discharge destination, comprising a pump tank into which wastewater discharged from the septic tank flows, and further draining water flowing into the pump tank. In the drainage path connecting the pump tank and the discharge destination for discharging to the discharge destination, backflow prevention means for preventing the drainage from flowing back into the pump tank from the downstream side of the drainage path is provided. The pump tank has a pump device that can selectively change the state between a driving state in which the wastewater that has flowed into the pump tank is discharged to the discharge destination and a non-driving state in which the drainage is not discharged, And a water level detection means having a pair of liquid level detection units arranged at different heights, the water level detection means rising the water level in the pump tank and causing the water level to be at a high level. Reached the liquid level detector on the side And detecting that the water level in the pump tank has fallen and the water level has reached the low level liquid level detection unit, and the water level detection means is on the high level side when the pump device is in a non-driven state. When it is detected that the water level has reached the liquid level detection unit, the pump device is in a driving state. On the other hand, when the pump device is in a driving state, the water level detection means reaches the low level liquid level detection unit. When this is detected, the septic tank wastewater treatment system is characterized in that the pump device is brought into a non-driven state.

かかる構成にあって、雨量等が増して放流先の水位が上昇し、浄化槽あるいはポンプ槽に比べて放流先の水位が高くなると、前記排水経路を介して放流先の水が浄化槽に向けて逆流しようとするが、該排水経路に設けられた逆流防止手段により、これを適切に阻止することができる。ここで、該逆流防止手段が逆流を防止している状態では、該排水経路を介して排水を放流先に向けて自然流下させることができなくなるが、浄化槽から継続して排水が排出される場合は、前記ポンプ槽のポンプ装置により、適切に排水処理することができる。しかも、本発明においては、互いに設定高さ位置を異ならせた液面検知部を備える水位検知手段がポンプ槽に設けられているため、ポンプ槽内の水位が例えば高レベル側に設定された警告水位になると該ポンプ装置を駆動させ、一方、低レベル側に設定された安全水位になると該ポンプ装置を停止させることが可能となる。そして、該ポンプ装置が停止した非駆動状態である場合には、放流先の水位に応じて前記排水経路を介して排水を自然流下させることが可能となる。このように本発明は、放流先の水位が低い場合にはポンプ装置を停止して放流先へ自然流下させることができる構成であるため、該ポンプ装置が無駄に長時間稼働することを抑制でき、該ポンプ装置のランニングコストを適切に抑えることが可能となる。   In such a configuration, when the rainfall level increases and the water level at the discharge destination rises and the water level at the discharge destination becomes higher than that of the septic tank or the pump tank, the water at the discharge destination flows back toward the septic tank via the drainage path. However, this can be appropriately prevented by the backflow prevention means provided in the drainage path. Here, in a state where the backflow prevention means prevents backflow, the wastewater cannot be allowed to flow naturally toward the discharge destination through the drainage path, but the wastewater is continuously discharged from the septic tank. Can be appropriately drained by the pump device of the pump tank. In addition, in the present invention, since the water level detection means including the liquid level detection units having different set height positions from each other is provided in the pump tank, the warning that the water level in the pump tank is set to the high level side, for example, When the water level is reached, the pump device is driven. On the other hand, when the safe water level is set to the low level side, the pump device can be stopped. And when this pump apparatus is a non-driving state which stopped, drainage can be made to flow naturally through the drainage channel according to the water level of a discharge destination. As described above, the present invention is configured such that when the water level at the discharge destination is low, the pump device can be stopped and allowed to flow down naturally to the discharge destination, so that the pump device can be prevented from operating unnecessarily for a long time. The running cost of the pump device can be appropriately suppressed.

また、前記ポンプ槽に接続された流入管を介して、前記浄化槽からの排水が該ポンプ槽に流入する構成にあって、前記水位検知手段における高レベル側の液面検知部は、該ポンプ槽内の周壁に配された該流入管の管頂の高さに配置されていることが好ましい。   The drainage from the septic tank flows into the pump tank via an inflow pipe connected to the pump tank, and the liquid level detection unit on the high level side in the water level detection means is the pump tank. It is preferable to arrange at the height of the top of the inflow pipe arranged on the inner peripheral wall.

かかる構成とすることにより、該流入管の管頂より水位が高くなる状況をできる限り避けることができるため、浄化槽の処理水を滞留させることがない。   By adopting such a configuration, a situation in which the water level is higher than the top of the inflow pipe can be avoided as much as possible, so that the treated water in the septic tank is not retained.

また、前記ポンプ槽に接続された流入管を介して、前記浄化槽からの排水が該ポンプ槽に流入する構成にあって、前記水位検知手段における低レベル側の液面検知部は、該ポンプ槽内の周壁に配された該流入管の管底の高さに配置されていることが好ましい。   Further, the waste water from the septic tank flows into the pump tank via an inflow pipe connected to the pump tank, and the liquid level detection unit on the low level side in the water level detection means includes the pump tank It is preferable to arrange at the height of the pipe bottom of the inflow pipe arranged on the inner peripheral wall.

このように、低レベル側の液面検知部の高さを前記流入管の管底の高さに設定することにより、前記ポンプ槽内の水位が該流入管の管底まで下降して、浄化槽への逆流が懸念されない状況になったところで、前記ポンプ装置を停止させることができる。このため、放流先の水位が低い場合に該ポンプ装置を無駄に稼働する必要がなくなり、該ポンプ装置の稼働時間を大幅に短縮することができる。   Thus, by setting the height of the liquid level detection part on the low level side to the height of the bottom of the inflow pipe, the water level in the pump tank descends to the bottom of the inflow pipe, and the septic tank The pump device can be stopped when the situation where there is no concern about backflow into the pump is possible. For this reason, when the water level of a discharge destination is low, it becomes unnecessary to operate this pump apparatus wastefully, and the operating time of this pump apparatus can be shortened significantly.

本発明の浄化槽排水処理システムは、ポンプ装置の稼働時間を短縮することができるため、適切に浄化槽の排水を処理可能としつつポンプ装置のランニングコストを大幅に抑えることができる効果がある。   Since the septic tank wastewater treatment system of the present invention can shorten the operation time of the pump device, there is an effect that the running cost of the pump device can be significantly suppressed while the septic tank wastewater can be appropriately treated.

浄化槽排水処理システムの概要を示す説明図。Explanatory drawing which shows the outline | summary of a septic tank wastewater treatment system. 通常時の浄化槽排水処理システムにおける放流の流れを示す説明図。Explanatory drawing which shows the flow of the discharge in the septic tank wastewater treatment system at the normal time. 逆流防止時の浄化槽排水処理システムの概要を示す説明図。Explanatory drawing which shows the outline | summary of the septic tank waste_water | drain processing system at the time of backflow prevention. ポンプ槽内の水位状態を示す説明図。Explanatory drawing which shows the water level state in a pump tank. 浄化槽排水処理システムにおけるタイムチャート図。The time chart figure in a septic tank wastewater treatment system. 逆流防止手段の変形例を示す説明図。Explanatory drawing which shows the modification of a backflow prevention means.

以下、本発明の浄化槽排水処理システム1を具体化した実施例を詳細に説明する。   Hereinafter, the Example which actualized the septic tank waste_water | drain processing system 1 of this invention is described in detail.

図1に示すように、浄化槽排水処理システム1は、浄化槽10から排出された排水が流入するポンプ槽20を備えている。具体的には、一端が浄化槽10に接続され、他端がポンプ槽20に接続された流入管11を介して、該ポンプ槽20に排水が流入する。   As shown in FIG. 1, the septic tank wastewater treatment system 1 includes a pump tank 20 into which wastewater discharged from the septic tank 10 flows. Specifically, drainage flows into the pump tank 20 via an inflow pipe 11 having one end connected to the septic tank 10 and the other end connected to the pump tank 20.

また、前記ポンプ槽20の下流側には、該ポンプ槽20と放流先である側溝30とを繋ぐ排水経路22が形成されている。すなわち、該ポンプ槽20内に流入した排水は、該排水経路22を介して側溝30へ自然流下可能となっている。   Further, on the downstream side of the pump tank 20, a drainage path 22 that connects the pump tank 20 and the side groove 30 that is a discharge destination is formed. That is, the waste water that has flowed into the pump tank 20 can naturally flow down to the side groove 30 via the drain passage 22.

さらに、前記排水経路22は、流出管21によって構成されており、該流出管21の中間部には、逆流防止手段としての逆流防止ます40が設けられている。該逆流防止ます40は、ポンプ槽20から自然流下した排水が流入するます本体部41を備え、該ます本体部41内に、下流側からの逆流を阻止する逆流防止装置42が配設されている。具体的には、該逆流防止装置42は、その内部に弁体としての開閉蓋43が上下方向に回動自在に配設されている。そして、該開閉蓋43が水流の方向に応じて開閉することにより、ます本体部41内と、これより下流側の側溝30とを開通させる開通状態、又は、該ます本体部41内と側溝30とを遮断して前記ポンプ槽20内に排水が逆流することを防止する閉塞状態に状態変換される。   Further, the drainage passage 22 is constituted by an outflow pipe 21, and a backflow prevention device 40 as a backflow prevention means is provided at an intermediate portion of the outflow pipe 21. The backflow prevention unit 40 includes a main body 41 into which waste water that has flowed down naturally from the pump tank 20 flows, and a backflow prevention device 42 that prevents backflow from the downstream side is disposed in the main body 41. Yes. Specifically, the backflow prevention device 42 is provided with an open / close lid 43 as a valve body so as to be rotatable in the vertical direction. The open / close lid 43 opens and closes according to the direction of the water flow, so that the inside of the main body 41 and the side groove 30 on the downstream side are opened, or the inside of the main body 41 and the side groove 30 are opened. And the state is changed to a closed state that prevents the drainage from flowing back into the pump tank 20.

図2に示すように、側溝30の水位が低い通常時においては、浄化槽10から排出された排水は、流入管11を介してポンプ槽20内に流入し、さらに、該ポンプ槽20内にある排水が流出管21を介して逆流防止ます40に流入する。そして、該逆流防止ます40内の排水が前記開閉蓋43を持ち上げてさらに下流へ流出し、側溝30へと放流される。なお、図2において、浄化槽排水処理システム1における排水は適宜図示省略した。   As shown in FIG. 2, the drainage discharged from the septic tank 10 flows into the pump tank 20 through the inflow pipe 11 and is in the pump tank 20 at a normal time when the water level of the side groove 30 is low. The drainage flows into the backflow prevention 40 through the outflow pipe 21. Then, the drainage in the backflow prevention 40 lifts the opening / closing lid 43 and flows further downstream, and is discharged into the side groove 30. In FIG. 2, the drainage in the septic tank wastewater treatment system 1 is omitted as appropriate.

一方、図3に示すように、増水時において側溝30内の水位が上昇した場合は、流出管21を介して、側溝30内の水が排水経路22の上流側に向けて逆流するが、前記逆流防止ます40の開閉蓋43が閉塞状態となり、上流側への逆流が防止される。なお、図3において、ポンプ槽20等の排水は適宜図示省略した。   On the other hand, as shown in FIG. 3, when the water level in the side groove 30 rises during the water increase, the water in the side groove 30 flows backward toward the upstream side of the drainage path 22 through the outflow pipe 21. The opening / closing lid 43 of the backflow prevention 40 is closed, and backflow to the upstream side is prevented. In FIG. 3, the drainage of the pump tank 20 and the like is omitted as appropriate.

ところで、図3に示すように、逆流防止装置42が逆流防止状態であるときは、開閉蓋43が閉塞状態となるため、ポンプ槽20から下流側へ排水を自然流下させることが不可能となる。そこで、上記浄化槽排水処理システム1には、逆流防止装置42が逆流防止状態であるときでもポンプ槽20から下流側へ排水を排出することができる機構が設けられている。   Incidentally, as shown in FIG. 3, when the backflow prevention device 42 is in the backflow prevention state, the open / close lid 43 is in a closed state, so that it is impossible to let the drainage flow down from the pump tank 20 to the downstream side. . Therefore, the septic tank wastewater treatment system 1 is provided with a mechanism that can discharge wastewater from the pump tank 20 to the downstream side even when the backflow prevention device 42 is in the backflow prevention state.

図1等に示すように、前記ポンプ槽20には、ポンプ装置25が設けられている。該ポンプ装置25は、該ポンプ槽20内の底部近傍に配置された吸引口(図示省略)と、吸引口から吸引した排水を側溝30へ直接圧送する圧送管26を有している。そして、該ポンプ装置25は、電源のON・OFF制御がなされることにより、該ポンプ槽20内に流入した排水を前記圧送管26を介して前記側溝30に吐出する駆動状態と、吐出しない非駆動状態とに選択的に状態変換する。なお、前記ポンプ装置25が非駆動状態のときは、駆動状態のときに比べて該ポンプ装置25の消費電力が低減される。   As shown in FIG. 1 and the like, the pump tank 20 is provided with a pump device 25. The pump device 25 has a suction port (not shown) arranged near the bottom in the pump tank 20 and a pressure feeding pipe 26 that directly pumps the waste water sucked from the suction port to the side groove 30. The pump device 25 is controlled to be turned on and off, so that the wastewater that has flowed into the pump tank 20 is discharged into the side groove 30 via the pressure feeding pipe 26 and the non-discharged state. The state is selectively converted to the driving state. In addition, when the pump device 25 is in a non-driven state, the power consumption of the pump device 25 is reduced compared to when the pump device 25 is in a driven state.

さらに、前記ポンプ槽20内の周壁には、互いに高さを異ならせて配置された一対の液面検知部27A,27Bを備える水位検知装置27が設けられている。具体的には、該水位検知装置27の高レベル側の液面検知部27Aが、該ポンプ槽20内における前記流入管11の管頂と同じ高さとなるように、該ポンプ槽20の周壁に配設され、低レベル側の液面検知部27Bが、該流入管11の管底と同じ高さとなるように、該ポンプ槽20の周壁に配設されている。なお、該水位検知装置27により、本発明に係る水位検知手段が構成される。   Further, a water level detection device 27 including a pair of liquid level detection units 27A and 27B arranged at different heights is provided on the peripheral wall in the pump tank 20. Specifically, the liquid level detection unit 27A on the high level side of the water level detection device 27 is placed on the peripheral wall of the pump tank 20 so that it is at the same height as the top of the inflow pipe 11 in the pump tank 20. The low level liquid level detection unit 27 </ b> B is disposed on the peripheral wall of the pump tank 20 so as to be at the same height as the bottom of the inflow pipe 11. The water level detection device 27 constitutes a water level detection means according to the present invention.

そして、前記ポンプ装置25と前記水位検知装置27とが電気信号を送受信可能に接続されており、該水位検知装置27が、該ポンプ槽20内の水位が上昇して高レベル側の液面検知部27Aに達したことを検知した場合、これを報知する検知信号をポンプ装置25に送信する。また、これに対して該ポンプ槽20内の水位が下降して低レベル側の液面検知部27Bに達したことを水位検知装置27が検知した場合、その検知信号をポンプ装置25に送信する。   And the said pump apparatus 25 and the said water level detection apparatus 27 are connected so that transmission / reception of an electrical signal is possible, and this water level detection apparatus 27 raises the water level in this pump tank 20, and detects the liquid level of a high level side. When it is detected that the unit 27 </ b> A has been reached, a detection signal notifying this is transmitted to the pump device 25. On the other hand, when the water level detection device 27 detects that the water level in the pump tank 20 has fallen to reach the liquid level detection unit 27B on the low level side, the detection signal is transmitted to the pump device 25. .

前記ポンプ装置25は、非駆動状態のときに高レベル側の液面検知部27Aに水位が達したことを報知する検知信号を受信すると、駆動状態に切り替わり、一方、駆動状態のときに低レベル側の液面検知部27Bに水位が達したことを報知する検知信号を受信すると、非駆動状態に切り替わる制御内容を具備している。   When the pump device 25 receives a detection signal notifying that the water level has reached the high level liquid level detection unit 27A in the non-driving state, the pump device 25 switches to the driving state, and on the other hand, the low level in the driving state. When a detection signal for notifying that the water level has reached the liquid level detection unit 27B on the side is received, the control content for switching to the non-driven state is provided.

なお、前記液面検知部27A,27Bとしては、公知の液面センサーが好適に採用可能である。また、前記の制御内容を具備するポンプ装置25は、例えば中央処理装置(CPU)を使用した制御回路により好適に構成することができる。ただし、液面検知部27A,27B及びポンプ装置25の構成は、これらに限定されるものではない。   As the liquid level detectors 27A and 27B, a known liquid level sensor can be suitably used. The pump device 25 having the above control content can be suitably configured by a control circuit using, for example, a central processing unit (CPU). However, the configurations of the liquid level detection units 27A and 27B and the pump device 25 are not limited to these.

上記した浄化槽排水処理システム1にあって、逆流防止装置42が逆流防止状態である場合には(図3参照)、開閉蓋43が閉塞状態であるため、この状態で継続的に浄化槽10から排水が排出されると、これに伴い該ポンプ槽20内の水位が徐々に上昇する。そして、図4aに示されるように、上昇した水位が前記高レベル側の液面検知部27Aに到達すると、該液面検知部27Aがこれを検知し、図5に示すようにポンプ装置25が非駆動状態(OFF状態)から駆動状態(ON状態)となる。そして、圧送管26を介して該ポンプ槽20内の排水が側溝30へ強制的に吐出され始め、該ポンプ槽20内の排水が適切に処理開始される。   In the septic tank wastewater treatment system 1 described above, when the backflow prevention device 42 is in the backflow prevention state (see FIG. 3), the open / close lid 43 is in the closed state. Is discharged, the water level in the pump tank 20 gradually rises accordingly. Then, as shown in FIG. 4a, when the raised water level reaches the high level liquid level detection unit 27A, the liquid level detection unit 27A detects this, and as shown in FIG. From the non-driving state (OFF state) to the driving state (ON state). And the wastewater in this pump tank 20 begins to be forcibly discharged to the side groove 30 via the pressure feed pipe 26, and the wastewater in this pump tank 20 is started appropriately.

前記ポンプ装置25が駆動したことによりポンプ槽20内の水位が下降し、図4bに示すように下降した水位が前記低レベル側の液面検知部27Bに到達すると、該液面検知部27Bがこれを検知し、図5に示すようにポンプ装置25が駆動状態(ON状態)から非駆動状態(OFF状態)となる。これにより、圧送管26を介した側溝30への強制的な吐出が停止することになる。   When the pump device 25 is driven, the water level in the pump tank 20 is lowered, and when the lowered water level reaches the low level liquid level detection unit 27B as shown in FIG. 4b, the liquid level detection unit 27B is This is detected, and as shown in FIG. 5, the pump device 25 changes from the drive state (ON state) to the non-drive state (OFF state). Thereby, the forced discharge to the side groove 30 via the pressure feeding pipe 26 is stopped.

また、再びポンプ槽20内の水位が上昇し、水位が高レベル側の液面検知部27Aに到達すると、ポンプ装置25が再び非駆動状態から駆動状態となる。このように、ポンプ槽20内の水位変動に応じて、ポンプ装置25が駆動状態又は非駆動状態に状態変換する。   When the water level in the pump tank 20 rises again and the water level reaches the high level liquid level detection unit 27A, the pump device 25 is changed from the non-driven state to the driven state again. Thus, according to the water level fluctuation in the pump tank 20, the pump device 25 changes its state to a driving state or a non-driving state.

一方、側溝30内の水位が低く、逆流防止装置42の開閉蓋43が開通状態である場合は、ポンプ槽20内の水が側溝30に向けて自然流下する。なお、前記流出管21の管径は、浄化槽10から排出される単位時間当たりの通常の排水量に基づき、排水が十分に自然流下可能な太さに設定されているため、前記のように逆流防止装置42の開閉蓋43が開通状態のときは、ポンプ槽20内の水位が高レベル側の液面検知部27Aに到達することはない。   On the other hand, when the water level in the side groove 30 is low and the open / close lid 43 of the backflow prevention device 42 is open, the water in the pump tank 20 naturally flows toward the side groove 30. In addition, since the pipe diameter of the outflow pipe 21 is set to a thickness that allows the drainage to flow sufficiently naturally based on the normal drainage amount per unit time discharged from the septic tank 10, the backflow prevention is performed as described above. When the open / close lid 43 of the device 42 is in the open state, the water level in the pump tank 20 does not reach the liquid level detector 27A on the high level side.

なお、上記浄化槽排水処理システム1は、浄化槽10の排水制御を、側溝30の水位を測定することなく、ポンプ槽20内の水位状況のみに基づいて行うことができるため、システム全体の管理が簡素化される利点がある。   Since the septic tank wastewater treatment system 1 can perform drainage control of the septic tank 10 based on only the water level status in the pump tank 20 without measuring the water level in the side groove 30, the management of the entire system is simple. There is an advantage that

本発明は、上記実施例に限定されず、本発明の主旨を逸脱しない範囲で適宜設計変更可能である。
例えば、逆流防止手段としての前記逆流防止ます40に代えて、図6に示すように、ポンプ槽20内における流出管21の管口に取り付けられる公知の逆流防止弁50を採用してもよい。かかる構成は、ますを設置できないような狭小地であっても、適切に逆流防止手段を講じることが可能となる。
The present invention is not limited to the above-described embodiments, and can be appropriately changed in design without departing from the gist of the present invention.
For example, instead of the backflow prevention device 40 as a backflow prevention means, a known backflow prevention valve 50 attached to the outlet of the outflow pipe 21 in the pump tank 20 may be employed as shown in FIG. In such a configuration, it is possible to appropriately take a backflow prevention measure even in a narrow area where it is impossible to install more and more.

また、放流先としては、側溝30に限定されることはなく、水路、又は河川等であってもよい。   Moreover, as a discharge destination, it is not limited to the side groove 30, A waterway or a river may be sufficient.

また、側溝30に向けた自然流下が円滑に行われるべく、配管を施工する際には適切に勾配をつけるようにしても勿論よい。   Further, it is of course possible to provide an appropriate gradient when constructing the piping so that the natural flow toward the side groove 30 can be smoothly performed.

1 浄化槽排水処理システム
10 浄化槽
20 ポンプ槽
22 排水経路
25 ポンプ装置
27 水位検知装置(水位検知手段)
27A,27B 液面検知部
30 側溝(放流先)
40 逆流防止ます(逆流防止手段)
50 逆流防止弁(逆流防止手段)
1 Septic tank drainage treatment system 10 Septic tank 20 Pump tank 22 Drainage path 25 Pump device 27 Water level detection device (water level detection means)
27A, 27B Liquid level detection part 30 Side groove (discharge destination)
40 Backflow prevention (backflow prevention means)
50 Backflow prevention valve (backflow prevention means)

Claims (3)

浄化槽から排出された排水を放流先に放流するための浄化槽排水処理システムであって、
浄化槽から排出された排水が流入するポンプ槽を備え、
さらに該ポンプ槽内に流入した排水を前記放流先に放流するための、該ポンプ槽と該放流先とを繋ぐ排水経路に、該排水経路の下流側から該ポンプ槽内に排水が逆流することを防止する逆流防止手段が設けられており、
前記ポンプ槽には、
該ポンプ槽内に流入した排水を前記放流先に吐出する駆動状態と、吐出しない非駆動状態とに選択的に状態変換自在なポンプ装置と、
該ポンプ槽内に互いに高さを異ならせて配置された一対の液面検知部を有する水位検知手段と、
が設けられており、
該水位検知手段は、
該ポンプ槽内の水位が上昇して該水位が高レベル側の液面検知部に達したこと、及び、該ポンプ槽内の水位が下降して該水位が低レベル側の液面検知部に達したことを検知し、
前記ポンプ装置が非駆動状態のときに前記水位検知手段が高レベル側の液面検知部に水位が達したことを検知すると、該ポンプ装置が駆動状態となり、一方、該ポンプ装置が駆動状態のときに前記水位検知手段が低レベル側の液面検知部に水位が達したことを検知すると、該ポンプ装置が非駆動状態となることを特徴とする浄化槽排水処理システム。
A septic tank wastewater treatment system for discharging wastewater discharged from a septic tank to a discharge destination,
It has a pump tank into which waste water discharged from the septic tank flows,
Further, the wastewater flows back into the pump tank from the downstream side of the drainage path to the drainage path connecting the pump tank and the discharge destination for discharging the wastewater flowing into the pump tank to the discharge destination. Backflow prevention means is provided to prevent
In the pump tank,
A pump device capable of selectively changing the state between a driving state in which the wastewater flowing into the pump tank is discharged to the discharge destination and a non-driving state in which the wastewater is not discharged;
A water level detection means having a pair of liquid level detection units disposed at different heights in the pump tank;
Is provided,
The water level detection means
The water level in the pump tank rises and the water level reaches the high level liquid level detector, and the water level in the pump tank drops and the water level reaches the low level liquid level detector. Detecting that,
When the water level detection means detects that the water level has reached the high level liquid level detection unit when the pump device is in the non-driven state, the pump device is in the driven state, while the pump device is in the driven state. When the water level detecting means detects that the water level has reached the low-level liquid level detecting unit, the septic tank wastewater treatment system is characterized in that the pump device is not driven.
前記ポンプ槽に接続された流入管を介して、前記浄化槽からの排水が該ポンプ槽に流入する構成にあって、
前記水位検知手段における高レベル側の液面検知部は、該ポンプ槽内の周壁に配された該流入管の管頂の高さに配置されている請求項1に記載の浄化槽排水処理システム。
Through the inflow pipe connected to the pump tank, the drainage from the septic tank flows into the pump tank,
2. The septic tank wastewater treatment system according to claim 1, wherein the high-level liquid level detection unit in the water level detection unit is disposed at a height of a top of the inflow pipe disposed on a peripheral wall in the pump tank.
前記ポンプ槽に接続された流入管を介して、前記浄化槽からの排水が該ポンプ槽に流入する構成にあって、
前記水位検知手段における低レベル側の液面検知部は、該ポンプ槽内の周壁に配された該流入管の管底の高さに配置されている請求項1又は請求項2に記載の浄化槽排水処理システム。
Through the inflow pipe connected to the pump tank, the drainage from the septic tank flows into the pump tank,
3. The septic tank according to claim 1, wherein the liquid level detection unit on the low level side in the water level detection means is disposed at the height of the bottom of the inflow pipe disposed on the peripheral wall in the pump tank. Wastewater treatment system.
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CN106245603A (en) * 2016-08-29 2016-12-21 山东胜伟园林科技有限公司 Water collect tank intelligence control system
CN106284499A (en) * 2016-08-29 2017-01-04 山东胜伟园林科技有限公司 A kind of alkaline land improving drainage system with Novel filter material wave duct
CN106284614A (en) * 2016-09-05 2017-01-04 深圳市奈士迪技术研发有限公司 A kind of intelligent water storage system for hydraulic engineering
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CN110700376A (en) * 2019-10-25 2020-01-17 诸暨新伏给排水设备有限公司 Intelligent drainage equipment along with water level change

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