JP2011202461A - Vacuum valve unit - Google Patents

Vacuum valve unit Download PDF

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JP2011202461A
JP2011202461A JP2010072618A JP2010072618A JP2011202461A JP 2011202461 A JP2011202461 A JP 2011202461A JP 2010072618 A JP2010072618 A JP 2010072618A JP 2010072618 A JP2010072618 A JP 2010072618A JP 2011202461 A JP2011202461 A JP 2011202461A
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storage tank
vacuum
valve
vacuum valve
pipe
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Shigeo Takemura
茂雄 竹村
Takekuni Araki
建国 荒木
Yukiaki Toichi
志昭 十市
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a vacuum valve unit which does not protrude from the ground with its buried depth shallow.SOLUTION: The vacuum valve unit U includes: a storage part 10 for storing drainage water; and a vacuum valve 20 for opening and closing a suction pipe 14 for sucking in the stored drainage water with vacuum pressure. In addition, the vacuum valve unit U includes a reservoir 1 having the storage part 10 and a valve receiving tank 2 for receiving the vacuum valve 20 respectively. Further, the vacuum valve unit U includes a bypass pipe 3 for connecting the reservoir 1 and the valve receiving tank 2.

Description

本発明は、真空弁ユニットに関するものである。   The present invention relates to a vacuum valve unit.

近年、自然流下式の下水道システムに代えて、排水を真空圧によって収集する真空式下水道システムの採用が増加している。   In recent years, the use of vacuum sewer systems that collect wastewater by vacuum pressure instead of natural flow sewer systems is increasing.

この真空式下水道システムでは、住居や工場などから排出される排水は、真空弁ユニットに溜められ、所定量だけ溜められると真空圧によって空気とともに気液混送流として真空下水管に取り込まれて搬送される。   In this vacuum sewer system, wastewater discharged from a residence or factory is stored in a vacuum valve unit, and when a predetermined amount is stored, it is taken into a vacuum sewer pipe as a gas-liquid mixed flow with air by vacuum pressure. Is done.

ところで、この真空弁ユニットは、真空弁が水没しにくくするため、真空弁のメンテナンスを容易にするために、真空弁ユニットの下部に貯留部を配置するとともに上部に真空弁を配置することが一般的である。   By the way, in this vacuum valve unit, in order to prevent the vacuum valve from being submerged, in order to facilitate maintenance of the vacuum valve, it is common to arrange a storage part at the lower part of the vacuum valve unit and an upper part of the vacuum valve. Is.

また、真空式下水道システムは、真空下水管にリフト部を設けた鋸刃状配管とすることで、管路の埋設深さを浅くすることを1つの特徴としており、強固な地盤でも埋設深さが浅いことで施工性を向上させている。   One feature of the vacuum sewer system is that it is a saw blade pipe with a lift part in the vacuum sewage pipe, which reduces the burial depth of the pipe line. The construction is improved by the shallowness.

このように、埋設深さを浅くする技術として、例えば、特許文献1には、真空弁の収納ケースの一部が地上に突出して設置され、突出した部分に空気取入部を設けた構成が開示されている。   As described above, as a technique for reducing the embedment depth, for example, Patent Document 1 discloses a configuration in which a part of the storage case of the vacuum valve protrudes on the ground and an air intake portion is provided in the protruded part. Has been.

特開2008−25240号公報JP 2008-25240 A

しかしながら、前記した特許文献1の構成は、埋設深さを浅くできるものの、地上に突出した部分が障害となるため、真空弁ユニットの上部の空間を有効に利用することはできなかった。   However, although the above-described configuration of Patent Document 1 can reduce the embedding depth, the portion protruding above the ground becomes an obstacle, and thus the space above the vacuum valve unit cannot be used effectively.

そこで、本発明は、埋設深さを浅くしつつも地上に突出することのない真空弁ユニットを提供することを目的としている。   Accordingly, an object of the present invention is to provide a vacuum valve unit that does not protrude to the ground while the embedding depth is reduced.

前記目的を達成するために、本発明の真空弁ユニットは、排水を貯留する貯留部と、貯留された排水を真空圧により吸い込む吸込管を開閉する真空弁と、を備える真空弁ユニットであって、前記貯留部を有する貯留槽と、前記真空弁を収容する弁収容槽と、を別々に備えることを特徴とする。   In order to achieve the above object, a vacuum valve unit of the present invention is a vacuum valve unit comprising: a storage unit that stores drainage; and a vacuum valve that opens and closes a suction pipe that sucks the stored drainage by vacuum pressure. A storage tank having the storage section and a valve storage tank for storing the vacuum valve are separately provided.

また、前記貯留槽と前記弁収容槽を接続するバイパス管を備える構成とすることができる。   Moreover, it can be set as the structure provided with the bypass pipe which connects the said storage tank and the said valve storage tank.

さらに、前記弁収容槽には前記貯留部の水位を検知して前記真空弁を開閉する制御装置が収容され、前記貯留部の水位を検知する水位検知管は前記バイパス管を通じて前記制御装置に接続されるとともに、前記吸込管は前記バイパス管を通じて前記真空弁に接続される構成とすることができる。   Further, the valve storage tank accommodates a control device that detects the water level of the storage unit and opens and closes the vacuum valve, and a water level detection pipe that detects the water level of the storage unit is connected to the control device through the bypass pipe In addition, the suction pipe may be connected to the vacuum valve through the bypass pipe.

そして、前記弁収容槽には流出側が下がるように前記吸込管が傾斜して取り付けられている構成とすることができる。   And it can be set as the structure by which the said suction pipe was inclined and attached to the said valve storage tank so that the outflow side may fall.

また、前記吸込管を途中で分岐させて形成され前記弁収容槽内に配置される補助吸込管をさらに備える構成とすることができる。   Moreover, it can be set as the structure further equipped with the auxiliary | assistant suction pipe formed by branching the said suction pipe in the middle and arrange | positioning in the said valve storage tank.

さらに、前記貯留槽とは別の予備貯留槽と、前記貯留槽又は前記弁収容槽と前記予備貯留槽とを接続する予備バイパス管と、をさらに備える構成とすることができる。   Furthermore, it can be set as the structure further equipped with the preliminary | backup storage tank different from the said storage tank, and the backup bypass pipe which connects the said storage tank or the said valve storage tank, and the said preliminary storage tank.

そして、前記予備貯留槽には、前記真空弁と真空圧を発生する真空ポンプの間に配置されて真空圧を遮断する仕切弁が収容される構成とすることができる。   The preliminary storage tank may be configured to accommodate a gate valve that is disposed between the vacuum valve and a vacuum pump that generates a vacuum pressure and blocks the vacuum pressure.

このように、本発明の真空弁ユニットは、排水を貯留する貯留部と、貯留された排水を真空圧により吸い込む吸込管を開閉する真空弁と、を備える真空弁ユニットであって、貯留部を有する貯留槽と、真空弁を収容する弁収容槽と、を別々に備えることを特徴とする。   As described above, the vacuum valve unit of the present invention is a vacuum valve unit that includes a storage unit that stores drainage and a vacuum valve that opens and closes a suction pipe that sucks the stored drainage by vacuum pressure. It has the storage tank which has, and the valve storage tank which accommodates a vacuum valve separately, It is characterized by the above-mentioned.

したがって、貯留槽と弁収容槽のそれぞれの高さを低く形成することができるため、地上に突出することなく真空弁ユニットを全体として浅い位置に埋設することができる。   Therefore, since the height of each of the storage tank and the valve storage tank can be formed low, the vacuum valve unit can be embedded in a shallow position as a whole without protruding to the ground.

また、貯留槽と弁収容槽を接続するバイパス管を備えることで、真空弁が故障した際などには、このバイパス管を通じて排水を弁収容槽内に溢れさせることができる。   Further, by providing a bypass pipe that connects the storage tank and the valve storage tank, when the vacuum valve breaks down, the drainage can overflow into the valve storage tank through the bypass pipe.

さらに、弁収容槽には真空弁を開閉する制御装置が収容され、貯留部の水位を検知する水位検知管はバイパス管を通じて制御装置に接続されるとともに、吸込管はバイパス管を通じて真空弁に接続されることで、制御装置のメンテナンスが容易になるうえ、バイパス管を利用して構成を簡易なものにできる。   Furthermore, the valve storage tank contains a control device that opens and closes the vacuum valve. The water level detection pipe for detecting the water level in the reservoir is connected to the control device through the bypass pipe, and the suction pipe is connected to the vacuum valve through the bypass pipe. As a result, maintenance of the control device is facilitated, and the configuration can be simplified using the bypass pipe.

そして、弁収容槽には流出側が下がるように吸込管が傾斜して取り付けられていることで、流出側で一定以上の土被りを得ることができる。   And since the suction pipe is inclined and attached to the valve storage tank so that the outflow side is lowered, it is possible to obtain a certain amount of earth covering on the outflow side.

また、吸込管を途中で分岐させて形成され弁収容槽内に配置される補助吸込管をさらに備えることで、弁収容槽内に溢れた排水や結露水などが貯留されても排水できる。   Further, by further providing an auxiliary suction pipe formed by branching the suction pipe in the middle and disposed in the valve storage tank, the drainage can be performed even if drainage or dew condensation water overflowing in the valve storage tank is stored.

さらに、貯留槽とは別の予備貯留槽と、貯留槽又は弁収容槽と予備貯留槽とを接続する予備バイパス管と、を備えることで、貯留槽から排水が溢れた際の貯留容量を大きくできる。   Furthermore, the storage capacity when the waste water overflows from the storage tank is increased by providing a preliminary storage tank different from the storage tank and a backup bypass pipe that connects the storage tank or the valve storage tank and the backup storage tank. it can.

そして、予備貯留槽には、真空弁と真空圧を発生する真空ポンプの間に配置されて真空圧を遮断する仕切弁が収容されることで、仕切弁カバーを別に設けることなく仕切弁を収容できる。   And the preliminary storage tank accommodates the gate valve without providing a gate valve cover separately by accommodating the gate valve arranged between the vacuum valve and the vacuum pump for generating the vacuum pressure and blocking the vacuum pressure. it can.

実施例1の真空弁ユニットの構成を説明する断面図である。It is sectional drawing explaining the structure of the vacuum valve unit of Example 1. FIG. 真空式下水道システムの全体構成を説明する説明図である。It is explanatory drawing explaining the whole structure of a vacuum type sewer system. 真空弁と制御装置の接続関係を拡大して説明する断面図である。It is sectional drawing which expands and demonstrates the connection relation of a vacuum valve and a control apparatus. 実施例2の真空弁ユニットの構成を説明する断面図である。It is sectional drawing explaining the structure of the vacuum valve unit of Example 2. FIG. 実施例3の真空弁ユニットの構成を説明する断面図である。It is sectional drawing explaining the structure of the vacuum valve unit of Example 3. FIG.

以下、本発明の実施の形態について図面を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

まず、図2を用いて本発明の真空弁ユニットUを備える真空式下水道システムSの全体構成を説明する。   First, the whole structure of the vacuum-type sewer system S provided with the vacuum valve unit U of this invention is demonstrated using FIG.

本実施例の真空式下水道システムSでは、図2に示すように、家庭91や工場(不図示)などから排出された排水は自然流下管路92を通じて真空弁ユニットUに流入する。   In the vacuum sewer system S of the present embodiment, as shown in FIG. 2, waste water discharged from a home 91 or a factory (not shown) flows into the vacuum valve unit U through a natural flow down pipe 92.

つづいて、この真空弁ユニットUに流入した排水は、真空ステーション96で発生された真空圧(大気圧よりも低くなった圧力)によって、真空下水管路としての流下部93やリフト部94を逐次通過するように気液混送流となって搬送される。   Subsequently, the waste water that has flowed into the vacuum valve unit U is successively passed through the lower part 93 and the lift part 94 as vacuum sewage pipes by the vacuum pressure generated in the vacuum station 96 (pressure lower than the atmospheric pressure). It is conveyed as a gas-liquid mixed flow so as to pass.

この真空ポンプ方式の真空ステーション96は、真空ポンプ96aにより密閉したタンク96b内の空気を吸引することで真空圧を発生させるもので、真空下水管内部を0.4気圧程度の真空状態に保持することで、各家庭などから排水を吸引して集めている。   This vacuum pump type vacuum station 96 generates vacuum pressure by sucking air in a sealed tank 96b by a vacuum pump 96a, and keeps the inside of the vacuum sewage pipe in a vacuum state of about 0.4 atm. As a result, wastewater is sucked and collected from households.

その後、排水は圧送ポンプ96cによって下水処理場などに送られる。なお、真空ステーション96としては、小規模な施設などでは、上記した真空ポンプ方式ではなく、エジェクタ方式を用いることもできる。   Thereafter, the waste water is sent to a sewage treatment plant or the like by a pressure pump 96c. The vacuum station 96 may be an ejector system instead of the above-described vacuum pump system in a small-scale facility or the like.

また、この真空式下水道システムSは、真空と大気圧との差圧によって排水を強制的に収集・搬送するシステムであり、真空下水管路の埋設深度が浅い、埋設物の回避が容易、真空弁ユニットに電源が不要、排水の漏れがない、管路の清掃が不要、スカムが発生しにくい、などの特徴を備えている。   The vacuum sewer system S is a system that forcibly collects and conveys wastewater by the differential pressure between the vacuum and atmospheric pressure, and the vacuum sewage pipe has a shallow burial depth, making it easy to avoid buried objects. The valve unit has features such as no power supply, no drainage leakage, no need to clean pipes, and less scum.

そして、本実施例の真空弁ユニットUは、図1に示すように、排水を貯留する貯留部10を有する貯留槽1と、貯留された排水を真空圧により吸い込む吸込管を開閉する真空弁20を収容する弁収容槽2と、を別々に備える分離型の真空弁ユニットUであり、貯留槽1と弁収容槽2を接続するバイパス管3と、真空弁と真空圧を発生する真空ポンプの間に配置されて真空圧を遮断する仕切弁40を覆う仕切弁カバー4と、をさらに備えている。   And the vacuum valve unit U of a present Example is shown in FIG. 1. The storage tank 1 which has the storage part 10 which stores a waste_water | drain, and the vacuum valve 20 which opens and closes the suction pipe which sucks the stored waste_water | drain by a vacuum pressure A separate vacuum valve unit U separately including a valve storage tank 2 for storing the storage tank 1, a bypass pipe 3 connecting the storage tank 1 and the valve storage tank 2, and a vacuum valve and a vacuum pump for generating a vacuum pressure. And a gate valve cover 4 that covers the gate valve 40 that is disposed between the two and shuts off the vacuum pressure.

また、別体に形成された貯留槽1及び弁収容槽2は、従来の一体型の真空弁ユニットの略半分の高さに形成されており、横方向(水平方向)に離して並べられて設置されているため、地面から底面までの深さが従来の略半分になっている。   Further, the storage tank 1 and the valve storage tank 2 formed separately are formed at approximately half the height of the conventional integrated vacuum valve unit, and are arranged apart in the horizontal direction (horizontal direction). Because it is installed, the depth from the ground to the bottom is almost half of the conventional depth.

この貯留槽1は、塩化ビニルなどの合成樹脂によって有底円筒状に形成されるもので、貯留部10と、地面と同一高さに設置されて上部を塞ぐ蓋11と、貯留された排水に下端を挿入されて貯留部10内の水位の変動を検知する水位検知管12と、を備えている。   The storage tank 1 is formed in a bottomed cylindrical shape with a synthetic resin such as vinyl chloride, and is provided with a storage portion 10, a lid 11 that is installed at the same height as the ground and closes the upper portion, and stored drainage. And a water level detection pipe 12 that has a lower end inserted therein and detects fluctuations in the water level in the reservoir 10.

さらに、貯留槽1は、全体として従来の一体型の真空弁ユニットの略半分の高さに形成されているものの、貯留部10の容積は従来と略同様に形成されている。   Furthermore, although the storage tank 1 is formed to be approximately half the height of the conventional integrated vacuum valve unit as a whole, the volume of the storage unit 10 is formed in substantially the same manner as in the conventional case.

加えて、この貯留槽1には、貯留部10の上方に繋がり排水を流入させる流入管13と、排水を取り込むために貯留部10に貯留された排水内に先端が挿入される吸込管14と、真空弁20の故障時に排水を吸い込む緊急排出管15と、真空圧によって真空下水管路に吸引された排水の後に空気を補う通気管16と、が接続されている。   In addition, in this storage tank 1, an inflow pipe 13 that is connected to the upper part of the storage unit 10 and allows wastewater to flow in, and a suction pipe 14 in which a tip is inserted into the wastewater stored in the storage unit 10 to take in the wastewater The emergency discharge pipe 15 that sucks waste water when the vacuum valve 20 fails and the vent pipe 16 that supplements air after drainage sucked into the vacuum sewage pipe by the vacuum pressure are connected.

また、弁収容槽2は、塩化ビニルなどの合成樹脂によって貯留槽1と同一径かつ同一高さの有底円筒状に形成されるもので、真空弁20と、地面と同一高さに設置されて上部を塞ぐ蓋21と、水位検知管12によって水位を検知して真空弁20を開閉する制御装置22と、吸込管14を途中で分岐させて形成される補助吸込管23と、を備えている。   The valve storage tank 2 is formed in a bottomed cylindrical shape having the same diameter and the same height as the storage tank 1 by a synthetic resin such as vinyl chloride, and is installed at the same height as the vacuum valve 20 and the ground. A lid 21 that closes the top, a control device 22 that opens and closes the vacuum valve 20 by detecting the water level by the water level detection pipe 12, and an auxiliary suction pipe 23 that is formed by branching the suction pipe 14 in the middle. Yes.

この真空弁20は、制御装置22によって制御されることで、水位が上昇すると開弁して吸込管14に真空圧を導入して貯留部10内の排水などを吸い込み、水位が下降すると一定量の空気を通気管16から吸い込んだうえで真空弁20が閉弁するため、排水を取り込まずに貯留部10内に排水を貯留する。   The vacuum valve 20 is controlled by the control device 22 so that when the water level rises, the valve is opened and vacuum pressure is introduced into the suction pipe 14 to suck in the drainage water in the reservoir 10, and when the water level falls, a certain amount is obtained. Since the vacuum valve 20 is closed after the air is sucked from the vent pipe 16, the waste water is stored in the storage unit 10 without taking in the waste water.

また、制御装置22は、貯留部10内の排水に挿入された水位検知管12内の水位上昇を検知することで、水位が上昇すると真空弁20を開き、水位が下降すると真空弁20を閉じるように作用する。   Moreover, the control apparatus 22 detects the rise in the water level in the water level detection pipe 12 inserted into the drainage in the storage unit 10, and opens the vacuum valve 20 when the water level rises, and closes the vacuum valve 20 when the water level falls. Acts as follows.

加えて、この弁収容槽2には、流出側が下がるように傾斜して吸込管14が取り付けられおり、この傾斜した吸込管14に真空弁20が傾斜して取り付けられている。したがって、吸込管14は、弁収容槽2に流入する側よりも流出する側(真空ポンプ96aに近い側)の高さが低くなっている。   In addition, the suction pipe 14 is attached to the valve storage tank 2 so that the outflow side is lowered, and the vacuum valve 20 is attached to the inclined suction pipe 14 in an inclined manner. Therefore, the suction pipe 14 has a lower height on the outflow side (side closer to the vacuum pump 96a) than on the side flowing into the valve storage tank 2.

さらに、バイパス管3は、塩化ビニルなどの合成樹脂によって緊急排出管15より断面積の大きい円筒状に形成されるもので、貯留槽1の側面上部と、弁収容槽2の側面上部と、を接続している。   Further, the bypass pipe 3 is formed in a cylindrical shape having a cross-sectional area larger than that of the emergency discharge pipe 15 by a synthetic resin such as vinyl chloride, and includes an upper side surface of the storage tank 1 and an upper side face of the valve storage tank 2. Connected.

加えて、このバイパス管3には、貯留槽1から弁収容槽2へ接続される緊急排出管15と、水位検知管12と制御装置22を接続するシリコンチューブ51と、ブリーザ管17(制御装置22に大気圧を供給する)と真空弁20を接続するシリコンチューブ52と、ブリーザ管17と制御装置22を接続するシリコンチューブ53と、が挿通されており、さや管となっている(図3参照)。一方、吸込管14はこのバイパス管3には挿通されておらず、貯留槽1と弁収容槽2の間では地盤中に直接埋設されている。   In addition, the bypass pipe 3 includes an emergency discharge pipe 15 connected from the storage tank 1 to the valve storage tank 2, a silicon tube 51 connecting the water level detection pipe 12 and the control device 22, and a breather pipe 17 (control device). The silicon tube 52 that connects the vacuum valve 20 and the silicon tube 53 that connects the breather tube 17 and the control device 22 are inserted into a sheath tube (FIG. 3). reference). On the other hand, the suction pipe 14 is not inserted into the bypass pipe 3 and is directly buried in the ground between the storage tank 1 and the valve storage tank 2.

そして、仕切弁カバー4は、塩化ビニルなどの合成樹脂によって筒状に形成されるもので、地面と同一高さに設置されて上部を塞ぐ蓋41を備えており、吸込管14の途中に設置した仕切弁40の上部を覆っている。   The gate valve cover 4 is formed in a cylindrical shape from a synthetic resin such as vinyl chloride, and is provided with a lid 41 that is installed at the same height as the ground and closes the upper portion, and is installed in the middle of the suction pipe 14. The upper part of the gate valve 40 is covered.

また、制御装置22には、図3の拡大図に示すように、上面に水位検知管12と繋がれたシリコンチューブ51、一方の側面にブリーザ管17と繋がれて大気圧を導入するシリコンチューブ53、他方の側面に緊急排出管15(又は吸込管14)と繋がれて真空圧を導入するシリコンチューブ55、底面に真空弁20の上面と繋がれて真空圧又は大気圧を選択的に導入させるシリコンチューブ54、が接続されている。   In addition, as shown in the enlarged view of FIG. 3, the control device 22 includes a silicon tube 51 connected to the water level detection pipe 12 on the upper surface, and a silicon tube connected to the breather pipe 17 on one side to introduce atmospheric pressure. 53, a silicon tube 55 for introducing a vacuum pressure connected to the emergency discharge pipe 15 (or suction pipe 14) on the other side, and a vacuum pressure or an atmospheric pressure selectively connected to the upper surface of the vacuum valve 20 on the bottom surface A silicon tube 54 is connected.

さらに、真空弁20には、上面に制御装置22の底面と繋がれたシリコンチューブ54、側面にブリーザ管17と繋がれて大気圧を導入するシリコンチューブ52、が接続されている。   Furthermore, the vacuum valve 20 is connected to a silicon tube 54 connected to the bottom surface of the control device 22 on the upper surface and a silicon tube 52 connected to the breather tube 17 on the side surface to introduce atmospheric pressure.

次に、本実施例の真空弁ユニットUの動作について簡単に説明すると、まず、貯留部10内の排水の水位が上昇し、水位検知管12内の空気圧が増加して所定の圧力になると、制御装置22によって真空弁20が開かれて、真空圧が吸込管14に伝達される。   Next, the operation of the vacuum valve unit U of the present embodiment will be briefly described. First, when the water level of the waste water in the storage unit 10 rises and the air pressure in the water level detection pipe 12 increases to a predetermined pressure, The vacuum valve 20 is opened by the control device 22, and the vacuum pressure is transmitted to the suction pipe 14.

そうすると、貯留部10内に貯留された排水は、大気圧と真空圧との差圧によって押し出されるようにして吸込管14に吸い込まれる。   If it does so, the waste_water | drain stored in the storage part 10 will be suck | inhaled by the suction pipe 14 so that it may be extruded by the differential pressure | voltage of atmospheric pressure and a vacuum pressure.

つづいて、排水が排出されることで貯留部10内の水位が低下すると、通気管16から吸込管14を通じて空気が吸い込まれるようになり、一定時間経過後に真空弁20がばねの力によって閉じられる。   Subsequently, when the water level in the storage unit 10 is lowered due to the drainage being discharged, air is sucked in from the vent pipe 16 through the suction pipe 14, and the vacuum valve 20 is closed by the spring force after a certain period of time. .

このように、貯留部10内の水位上昇と排水吸い込みによる水位低下という上記の動作を繰り返すことによって、排水を逐次処理的に気液混送流として真空ステーション96まで搬送する。   In this way, by repeating the above-described operation of raising the water level in the storage unit 10 and lowering the water level due to the suction of the waste water, the waste water is conveyed to the vacuum station 96 as a gas-liquid mixed flow sequentially.

次に、本実施例の真空弁ユニットUの有する効果を列挙して説明する。   Next, the effects of the vacuum valve unit U of this embodiment will be listed and described.

(1)本実施例の真空弁ユニットUは、排水を貯留する貯留部10と、貯留された排水を真空圧により吸い込む吸込管14を開閉する真空弁20と、を備える真空弁ユニットUであって、貯留部10を有する貯留槽1と、真空弁20を収容する弁収容槽2と、を別々に備えている。   (1) The vacuum valve unit U of the present embodiment is a vacuum valve unit U that includes a storage unit 10 that stores drainage, and a vacuum valve 20 that opens and closes a suction pipe 14 that sucks the stored drainage by vacuum pressure. The storage tank 1 having the storage unit 10 and the valve storage tank 2 that stores the vacuum valve 20 are separately provided.

したがって、貯留槽1と弁収容槽2のそれぞれの高さを低く形成することができるため、地上に突出することなく真空弁ユニットUを全体として浅い位置に埋設することができる。   Therefore, since each height of the storage tank 1 and the valve storage tank 2 can be formed low, the vacuum valve unit U can be embedded in a shallow position as a whole without protruding to the ground.

そして、このように地上に突出することがなければ、真空弁ユニットUの上部の空間を有効に活用できる。さらに、浅い位置に埋設できれば、従来は埋設できなかったような強固な支持地盤であっても、真空弁ユニットUをきわめて浅い場所に設置できるため施工性がよい。   And if it does not protrude on the ground in this way, the space above the vacuum valve unit U can be used effectively. Furthermore, if it can be embedded in a shallow position, the workability is good because the vacuum valve unit U can be installed in a very shallow place even on a solid support ground that could not be embedded in the past.

さらに、別々に分割された貯留槽1と弁収容槽2を横方向に並べて配置することで、浅埋設に対応できるだけでなく、平面的な設置スペースの自由度も格段に向上する。   Furthermore, by arranging the storage tank 1 and the valve storage tank 2 that are separately divided side by side in the horizontal direction, not only can it cope with shallow embedding, but also the degree of freedom of the planar installation space is greatly improved.

加えて、このように真空弁ユニットUを浅く埋設することで、真空弁ユニットU内における排水の揚程を短くすることができるため、真空圧を圧送のために有効に活用できる。   In addition, by embedding the vacuum valve unit U shallowly in this way, the head of the waste water in the vacuum valve unit U can be shortened, so that the vacuum pressure can be effectively utilized for pumping.

(2)また、貯留槽1と弁収容槽2を接続するバイパス管3を備えることで、真空弁20が故障して開弁しない際などには、このバイパス管3を通じて排水を弁収容槽2内に溢れさせることができる。   (2) Further, by providing the bypass pipe 3 that connects the storage tank 1 and the valve storage tank 2, when the vacuum valve 20 fails and does not open, drainage is discharged through the bypass pipe 3 to the valve storage tank 2. It can overflow inside.

つまり、バイパス管3によって貯留槽1と弁収容槽2が繋がっていれば、貯留槽1の水位が上昇して溢れた排水を、弁収容槽2内に流入させて貯留することができる。   In other words, if the storage tank 1 and the valve storage tank 2 are connected by the bypass pipe 3, the drainage water that has overflowed and overflowed the water level of the storage tank 1 can flow into the valve storage tank 2 and be stored.

加えて、弁収容槽2には貯留部10の水位を検知して真空弁20を開閉する制御装置22が収容され、貯留部10の水位を検知する水位検知管12はバイパス管3を通じて制御装置22に接続されることで、制御装置22のメンテナンスが容易になるうえ、バイパス管3を利用して構成を簡易なものにできる。   In addition, the valve storage tank 2 accommodates a control device 22 that detects the water level of the storage unit 10 to open and close the vacuum valve 20, and the water level detection pipe 12 that detects the water level of the storage unit 10 passes through the bypass pipe 3. By being connected to 22, the maintenance of the control device 22 is facilitated, and the configuration can be simplified using the bypass pipe 3.

(3)そして、弁収容槽2には流出側が下がるように傾斜して吸込管14が取り付けられていることで、流出側で一定以上の土被りを得ることができる。   (3) Since the suction pipe 14 is attached to the valve storage tank 2 so that the outflow side is lowered, a soil covering of a certain level or more can be obtained on the outflow side.

そうすると、土被りが深くなることで、車両重量などによって管路に作用する荷重を低減できる。   If it does so, the load which acts on a pipe line by vehicle weight etc. can be reduced because the earth covering becomes deep.

さらに、流出側で一定以上の土被りを得ることができれば、高さ方向寸法の大きい仕切弁40であっても地下に埋設することができる。   Furthermore, if a certain level or more of the earth covering can be obtained on the outflow side, even the gate valve 40 having a large height dimension can be buried underground.

加えて、さらに吸込管14に真空弁20を傾斜して取り付ければ、真空弁20が鉛直方向に近い角度に立つように設置されるため、メンテナンス時などに真空弁20を容易に着脱できるようになる。   In addition, if the vacuum valve 20 is further inclined and attached to the suction pipe 14, the vacuum valve 20 is installed at an angle close to the vertical direction, so that the vacuum valve 20 can be easily attached and detached during maintenance or the like. Become.

(4)また、吸込管14を途中で分岐させて形成され、弁収容槽2内に配置される補助吸込管23をさらに備えることで、弁収容槽2内に溢れた排水や結露水などが貯留されても排水できる。   (4) Further, the auxiliary suction pipe 23 that is formed by branching the suction pipe 14 in the middle and disposed in the valve storage tank 2 further includes drainage or condensed water overflowing in the valve storage tank 2. Even if stored, it can be drained.

なお、この補助吸込管23は、真空弁20よりも貯留部10に近い側に接続されることで、真空弁20が開いた状態でのみ弁収容槽2内の排水や結露水などを吸い込むようになる。   The auxiliary suction pipe 23 is connected to the side closer to the reservoir 10 than the vacuum valve 20 so that the drainage or dew condensation water in the valve storage tank 2 is sucked only when the vacuum valve 20 is open. become.

以下、図4を用いて、前記実施例とは別の形態のバイパス管3Aを備える真空弁ユニットU1について説明する。なお、前記実施例で説明した内容と同一乃至均等な部分の説明については同一符号を付して説明する。   Hereinafter, the vacuum valve unit U1 including the bypass pipe 3A having a form different from that of the above-described embodiment will be described with reference to FIG. The description of the same or equivalent parts as described in the above embodiment will be given with the same reference numerals.

まず、構成について説明すると、本実施例の真空弁ユニットU1は、図4に示すように、貯留部10を有する貯留槽1と、真空弁20を収容する弁収容槽2と、を別々に備える分離型の真空弁ユニットU1である。   First, the configuration will be described. As shown in FIG. 4, the vacuum valve unit U <b> 1 of the present embodiment separately includes a storage tank 1 having a storage unit 10 and a valve storage tank 2 for storing a vacuum valve 20. This is a separation type vacuum valve unit U1.

この弁収容槽2には、真空弁20、蓋21、水位検知管12によって水位を検知して真空弁20を開閉する制御装置22、補助吸込管23、が収容されている。   The valve storage tank 2 accommodates a vacuum valve 20, a lid 21, a control device 22 that opens and closes the vacuum valve 20 by detecting the water level by the water level detection pipe 12, and an auxiliary suction pipe 23.

加えて、本実施例の真空弁ユニットU1は、貯留槽1と弁収容槽2を接続するバイパス管3Aと、真空弁と真空圧を発生する真空ポンプの間に配置されて真空圧を遮断する仕切弁40を覆う仕切弁カバー4と、をさらに備えている。   In addition, the vacuum valve unit U1 of the present embodiment is arranged between the bypass pipe 3A connecting the storage tank 1 and the valve storage tank 2, and the vacuum valve and the vacuum pump that generates vacuum pressure, thereby blocking the vacuum pressure. And a gate valve cover 4 that covers the gate valve 40.

そして、本実施例のバイパス管3Aは、塩化ビニルなどの合成樹脂によって吸込管14と緊急排出管15の合計断面積より断面積の大きい円筒状に形成されるもので、貯留槽1の側面上部と、弁収容槽2の側面上部と、を接続している。   The bypass pipe 3A of this embodiment is formed in a cylindrical shape having a cross-sectional area larger than the total cross-sectional area of the suction pipe 14 and the emergency discharge pipe 15 by a synthetic resin such as vinyl chloride. And the upper part of the side surface of the valve storage tank 2 are connected.

また、このバイパス管3Aには、緊急排出管15と、水位検知管12と制御装置22を接続するシリコンチューブ51と、ブリーザ管17と真空弁20を接続するシリコンチューブ52と、ブリーザ管17と制御装置22を接続するシリコンチューブ53と、に加えて、貯留部10に貯留された排水を吸い込む吸込管14も挿通されている。   The bypass pipe 3A includes an emergency discharge pipe 15, a silicon tube 51 that connects the water level detection pipe 12 and the control device 22, a silicon tube 52 that connects the breather pipe 17 and the vacuum valve 20, and a breather pipe 17. In addition to the silicon tube 53 that connects the control device 22, the suction pipe 14 that sucks in the wastewater stored in the storage unit 10 is also inserted.

次に、作用効果について説明する。   Next, operational effects will be described.

(1)本実施例の真空弁ユニットU1は、貯留槽1と弁収容槽2を接続するバイパス管3Aを備えることで、真空弁20が故障して開弁しない際などには、このバイパス管3Aを通じて排水を弁収容槽2内に溢れさせることができる。   (1) The vacuum valve unit U1 of the present embodiment includes a bypass pipe 3A that connects the storage tank 1 and the valve storage tank 2 so that the bypass pipe can be used when the vacuum valve 20 fails and does not open. The waste water can be overflowed into the valve storage tank 2 through 3A.

(2)さらに、弁収容槽2には真空弁20を開閉する制御装置22が収容され、貯留部10の水位を検知する水位検知管12はバイパス管3Aを通じて制御装置22に接続されるとともに、吸込管14もバイパス管3Aを通じて真空弁20に接続されることで、制御装置22及び吸込管14のメンテナンスが容易になるうえ、バイパス管3Aを利用して構成を簡易なものにできる。   (2) Further, a control device 22 that opens and closes the vacuum valve 20 is accommodated in the valve storage tank 2, and the water level detection pipe 12 that detects the water level of the reservoir 10 is connected to the control device 22 through the bypass pipe 3A. By connecting the suction pipe 14 to the vacuum valve 20 through the bypass pipe 3A, the maintenance of the control device 22 and the suction pipe 14 is facilitated, and the configuration can be simplified using the bypass pipe 3A.

加えて、本実施例のように、バイパス管3Aは吸込管14と緊急排出管15の断面積に対して余裕面積を十分に有しているため、余裕面積を通じて貯留槽1内の排水をスムーズに弁収容槽2内に溢れさせることができる。   In addition, as in the present embodiment, the bypass pipe 3A has a sufficient area with respect to the cross-sectional areas of the suction pipe 14 and the emergency discharge pipe 15, so that the drainage in the storage tank 1 can be smoothly drained through the surplus area. The valve storage tank 2 can be overflowed.

なお、この他の構成および作用効果については、前記実施例と略同様であるため説明を省略する。   In addition, since it is as substantially the same as the said Example about another structure and an effect, description is abbreviate | omitted.

以下、図5を用いて、前記実施例とは別の形態の真空弁ユニットU2について説明する。なお、前記実施例で説明した内容と同一乃至均等な部分の説明については同一符号を付して説明する。   Hereinafter, a vacuum valve unit U2 having a different form from the above embodiment will be described with reference to FIG. The description of the same or equivalent parts as described in the above embodiment will be given with the same reference numerals.

まず、構成について説明すると、本実施例の真空弁ユニットU2は、図5に示すように、貯留部10を有する貯留槽1と、真空弁20を収容する弁収容槽2と、を別々に備える分離型の真空弁ユニットU2である。   First, the configuration will be described. As shown in FIG. 5, the vacuum valve unit U <b> 2 of the present embodiment separately includes a storage tank 1 having a storage unit 10 and a valve storage tank 2 for storing a vacuum valve 20. This is a separation type vacuum valve unit U2.

さらに、本実施例の真空弁ユニットU2は、貯留槽1と弁収容槽2を接続するバイパス管3と、貯留槽1とは別の予備貯留槽4Aと、弁収容槽2とこの予備貯留槽4Aとを接続する予備バイパス管3Bと、を備えている。   Furthermore, the vacuum valve unit U2 of this embodiment includes a bypass pipe 3 that connects the storage tank 1 and the valve storage tank 2, a preliminary storage tank 4A that is different from the storage tank 1, a valve storage tank 2, and the preliminary storage tank. And a spare bypass pipe 3B for connecting 4A.

この予備貯留槽4Aは、塩化ビニルなどの合成樹脂によって貯留槽1と同一径かつ同一高さの有底円筒状に形成されるもので、上部には蓋41が設置され、内部には真空弁20と真空圧を発生する真空ポンプ96aとの間に配置されて真空圧を遮断する仕切弁40が収容されている。   The preliminary storage tank 4A is formed of a synthetic resin such as vinyl chloride in a bottomed cylindrical shape having the same diameter and the same height as the storage tank 1, and a lid 41 is installed at the top, and a vacuum valve is provided inside. A gate valve 40 is housed between 20 and a vacuum pump 96a for generating a vacuum pressure, and shuts off the vacuum pressure.

また、予備バイパス管3Bは、塩化ビニルなどの合成樹脂によって円筒状に形成されるもので、弁収容槽2の側面下部と、予備貯留槽4Aの側面下部と、を接続している。なお、この予備バイパス管3Bは、弁収容槽2に接続されるものに限定されず、貯留槽1に直接に接続されるものであってもよい。   Further, the spare bypass pipe 3B is formed in a cylindrical shape by a synthetic resin such as vinyl chloride, and connects the lower side surface of the valve storage tank 2 and the lower side face of the preliminary storage tank 4A. The spare bypass pipe 3B is not limited to the one connected to the valve storage tank 2, and may be directly connected to the storage tank 1.

次に、作用効果について説明する。   Next, operational effects will be described.

(1)本実施例の真空弁ユニットU2は、貯留槽1とは別の予備貯留槽4Aと、弁収容槽2又は貯留槽1とこの予備貯留槽4Aとを接続する予備バイパス管3Bと、をさらに備えていることで、貯留槽1から排水が溢れた際の貯留容量を大きくできる。   (1) The vacuum valve unit U2 of the present embodiment includes a preliminary storage tank 4A that is different from the storage tank 1, a preliminary bypass pipe 3B that connects the valve storage tank 2 or the storage tank 1 and the preliminary storage tank 4A, Furthermore, the storage capacity when the waste water overflows from the storage tank 1 can be increased.

加えて、このように予備貯留槽4Aを設けることで、通常の貯留部10の容積は変えないで真空弁20の開閉頻度を維持しつつも、溢れた際の予備の貯留容量を大きくできる。   In addition, by providing the preliminary storage tank 4A in this way, it is possible to increase the standby storage capacity when overflowing while maintaining the opening / closing frequency of the vacuum valve 20 without changing the volume of the normal storage unit 10.

(2)また予備貯留槽4Aには、真空弁20と真空圧を発生する真空ポンプ96aの間に配置されて真空圧を遮断する仕切弁40が収容されることで、仕切弁カバー4(実施例1,2参照)を別に設けることなく仕切弁40を収容できる。   (2) In addition, the preliminary storage tank 4A accommodates a gate valve 40 that is disposed between the vacuum valve 20 and the vacuum pump 96a that generates vacuum pressure, and shuts off the vacuum pressure. The gate valve 40 can be accommodated without separately providing examples 1 and 2).

なお、この他の構成および作用効果については、前記実施例と略同様であるため説明を省略する。   In addition, since it is as substantially the same as the said Example about another structure and an effect, description is abbreviate | omitted.

以上、図面を参照して、本発明の実施例を詳述してきたが、具体的な構成は、この実施例に限らず、本発明の要旨を逸脱しない程度の設計的変更は、本発明に含まれる。   The embodiment of the present invention has been described in detail with reference to the drawings, but the specific configuration is not limited to this embodiment, and design changes that do not depart from the gist of the present invention are not limited to the present invention. included.

例えば、前記実施例では、バイパス管3,3Aに、種々の配管を挿通する場合について説明したが、これに限定されるものではなく、バイパス管には配管を挿通せずにオーバーフロー用に独立して設けてもよい。   For example, in the above-described embodiment, the case where various pipes are inserted into the bypass pipes 3 and 3A has been described. However, the present invention is not limited to this. May be provided.

また、前記実施例3では、予備貯留槽4A内に仕切弁40を配置する場合について説明したが、これに限定されるものではなく、予備貯留槽4A内に仕切弁40を設置しなくてもよい。   Moreover, in the said Example 3, although the case where the gate valve 40 was arrange | positioned in the reserve tank 4A was demonstrated, it is not limited to this, Even if the gate valve 40 is not installed in the reserve tank 4A. Good.

さらに、前記実施例では、貯留槽1と弁収容槽2の径と高さが略同一の場合について説明したが、これに限定されるものではなく、貯留槽1と弁収容槽2の径や高さは異なってもよい。   Furthermore, although the said Example demonstrated the case where the diameter and height of the storage tank 1 and the valve storage tank 2 were substantially the same, it is not limited to this, The diameter of the storage tank 1 and the valve storage tank 2 The height may vary.

S 真空式下水道システム
U,U1,U2 真空弁ユニット
1 貯留槽
10 貯留部
12 水位検知管
14 吸込管
2 弁収容槽
20 真空弁
22 制御装置
23 補助吸込管
3,3A,3B バイパス管
4 仕切弁カバー
4A 予備貯留槽
40 仕切弁
S Vacuum sewer system U, U1, U2 Vacuum valve unit 1 Reservoir 10 Reservoir 12 Water level detection pipe 14 Suction pipe 2 Valve storage tank 20 Vacuum valve 22 Control device 23 Auxiliary suction pipe 3, 3A, 3B Bypass pipe 4 Gate valve Cover 4A Preliminary storage tank 40 Gate valve

Claims (7)

排水を貯留する貯留部と、貯留された排水を真空圧により吸い込む吸込管を開閉する真空弁と、を備える真空弁ユニットであって、
前記貯留部を有する貯留槽と、前記真空弁を収容する弁収容槽と、を別々に備えることを特徴とする真空弁ユニット。
A vacuum valve unit comprising: a storage unit that stores wastewater; and a vacuum valve that opens and closes a suction pipe that sucks the stored wastewater by vacuum pressure,
A vacuum valve unit comprising a storage tank having the storage section and a valve storage tank for storing the vacuum valve separately.
前記貯留槽と前記弁収容槽を接続するバイパス管を備えることを特徴とする請求項1に記載の真空弁ユニット。   The vacuum valve unit according to claim 1, further comprising a bypass pipe connecting the storage tank and the valve storage tank. 前記弁収容槽には前記貯留部の水位を検知して前記真空弁を開閉する制御装置が収容され、前記貯留部の水位を検知する水位検知管は前記バイパス管を通じて前記制御装置に接続されるとともに、前記吸込管は前記バイパス管を通じて前記真空弁に接続されることを特徴とする請求項2に記載の真空弁ユニット。   The valve storage tank accommodates a control device that detects the water level of the storage unit and opens and closes the vacuum valve, and a water level detection pipe that detects the water level of the storage unit is connected to the control device through the bypass pipe. The vacuum valve unit according to claim 2, wherein the suction pipe is connected to the vacuum valve through the bypass pipe. 前記弁収容槽には流出側が下がるように前記吸込管が傾斜して取り付けられていることを特徴とする請求項1乃至請求項3のいずれか一項に記載の真空弁ユニット。   The vacuum valve unit according to any one of claims 1 to 3, wherein the suction pipe is attached to the valve storage tank so that the outflow side is lowered. 前記吸込管を途中で分岐させて形成され前記弁収容槽内に配置される補助吸込管をさらに備えることを特徴とする請求項1乃至請求項4のいずれか一項に記載の真空弁ユニット。   The vacuum valve unit according to any one of claims 1 to 4, further comprising an auxiliary suction pipe formed by branching the suction pipe in the middle and disposed in the valve storage tank. 前記貯留槽とは別の予備貯留槽と、前記貯留槽又は前記弁収容槽と前記予備貯留槽とを接続する予備バイパス管と、を備えることを特徴とする請求項1乃至請求項5のいずれか一項に記載の真空弁ユニット。   6. The storage tank according to claim 1, further comprising: a preliminary storage tank different from the storage tank; and a preliminary bypass pipe connecting the storage tank or the valve storage tank and the preliminary storage tank. The vacuum valve unit according to claim 1. 前記予備貯留槽には、前記真空弁と真空圧を発生する真空ポンプとの間に配置されて真空圧を遮断する仕切弁が収容されることを特徴とする請求項6に記載の真空弁ユニット。   The vacuum valve unit according to claim 6, wherein the preliminary storage tank accommodates a gate valve that is disposed between the vacuum valve and a vacuum pump that generates a vacuum pressure, and shuts off the vacuum pressure. .
JP2010072618A 2010-03-26 2010-03-26 Vacuum valve unit Pending JP2011202461A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017186737A (en) * 2016-03-31 2017-10-12 積水化学工業株式会社 Vacuum valve controlling apparatus and vacuum valve unit

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Publication number Priority date Publication date Assignee Title
US4373838A (en) * 1981-02-13 1983-02-15 Burton Mechanical Contractors Inc. Vacuum sewage transport system
JPH02289730A (en) * 1989-04-28 1990-11-29 Ebara Corp Valve controller
JPH0925661A (en) * 1995-07-12 1997-01-28 Kubota Corp Controller of pneumatic working valve
JPH09221814A (en) * 1996-02-16 1997-08-26 Hitachi Metals Ltd Vacuum type sewage collecting facility
JP2008025240A (en) * 2006-07-21 2008-02-07 Ebara Corp Vacuum valve unit

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4373838A (en) * 1981-02-13 1983-02-15 Burton Mechanical Contractors Inc. Vacuum sewage transport system
JPH02289730A (en) * 1989-04-28 1990-11-29 Ebara Corp Valve controller
JPH0925661A (en) * 1995-07-12 1997-01-28 Kubota Corp Controller of pneumatic working valve
JPH09221814A (en) * 1996-02-16 1997-08-26 Hitachi Metals Ltd Vacuum type sewage collecting facility
JP2008025240A (en) * 2006-07-21 2008-02-07 Ebara Corp Vacuum valve unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017186737A (en) * 2016-03-31 2017-10-12 積水化学工業株式会社 Vacuum valve controlling apparatus and vacuum valve unit

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