JPH07279222A - Drainage device in air-communication pipe of vacuum valve - Google Patents

Drainage device in air-communication pipe of vacuum valve

Info

Publication number
JPH07279222A
JPH07279222A JP7571994A JP7571994A JPH07279222A JP H07279222 A JPH07279222 A JP H07279222A JP 7571994 A JP7571994 A JP 7571994A JP 7571994 A JP7571994 A JP 7571994A JP H07279222 A JPH07279222 A JP H07279222A
Authority
JP
Japan
Prior art keywords
pipe
water
vacuum
atmosphere
vacuum valve
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP7571994A
Other languages
Japanese (ja)
Inventor
Tetsushi Otsuka
哲史 大塚
Yasuo Yamabe
泰男 山部
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP7571994A priority Critical patent/JPH07279222A/en
Publication of JPH07279222A publication Critical patent/JPH07279222A/en
Pending legal-status Critical Current

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  • Sewage (AREA)

Abstract

PURPOSE:To prevent the incursion of water into a vacuum valve and to stabilize operation of the vacuum valve even if water abnormally enters an inlet pipe communicating with the vacuum valve. CONSTITUTION:In a drainage device in an air-communication pipe of a vacuum valve 2 provided to a soil chamber 1 of a vacuum sewage and operated by air supplied from an air communication pipe 43, a water pool is provided in the middle course of an air inlet course extend to the vacuum valve 2 from the air communication pipe 43. A drain inlet provided to the bottom of the water pool is opened in the soil chamber 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、真空式下水道を構成す
る真空弁の大気連通管内排水装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage device for an atmosphere communicating pipe of a vacuum valve which constitutes a vacuum sewer.

【0002】[0002]

【従来の技術】真空式下水道は、図18に示す如く、真
空弁付き汚水ます1に家庭等からの汚水を流入せしめ、
一定量になった時点で真空弁2を開き、真空ステーショ
ン3に設置されている真空ポンプ4により減圧されてい
る真空下水管5に汚水を吸引する。そして、この汚水を
集水タンク6まで搬送し、圧送ポンプ7により自然流下
式の下水道に圧送する。
2. Description of the Related Art As shown in FIG. 18, a vacuum sewer system allows sewage from households to flow into a sewage tank 1 with a vacuum valve.
When the quantity reaches a certain amount, the vacuum valve 2 is opened, and the dirty water is sucked into the vacuum sewer pipe 5 whose pressure is reduced by the vacuum pump 4 installed in the vacuum station 3. Then, this sewage is conveyed to the water collection tank 6 and is pressure-fed by the pressure feed pump 7 to the free-flowing type sewer.

【0003】このとき、真空弁2は、汚水ます1に連通
する汚水吸込み管1Aと、上記真空下水管5との間の連
絡部を開閉するものであり、汚水ます1の汚水レベルが
一定となった時点で上記連絡部を開くように作動する。
そして、真空弁2は、(a) 汚水ます1の汚水レベルと、
(b) 真空下水管5の真空圧と、(c) 大気圧とを導入され
て作動可能とされている。
At this time, the vacuum valve 2 opens and closes the connecting portion between the sewage suction pipe 1A communicating with the sewage tank 1 and the vacuum sewage pipe 5, so that the sewage tank 1 has a constant sewage level. When it becomes, it operates to open the above contact.
And, the vacuum valve 2 is (a) the sewage level of the sewage masu 1,
(b) The vacuum pressure of the vacuum sewer pipe 5 and (c) the atmospheric pressure are introduced to enable operation.

【0004】このため、真空式下水道では、真空弁2の
作動用大気を導入するための大気連通管(ブリーザー
管)8を地上に立上げている。尚、真空式下水道では、
汚水ます1の上部空間に汚水加圧のための大気を導入可
能とする通気管9をも備えている。
For this reason, in the vacuum sewer system, an atmosphere communication pipe (breather pipe) 8 for introducing the atmosphere for operating the vacuum valve 2 is set up on the ground. In addition, in the vacuum sewer,
A ventilation pipe 9 is also provided in the upper space of the sewage mist 1 so that the atmosphere for pressurizing the sewage can be introduced.

【0005】然るに、大気連通管8は、真空弁2の作動
部分に導かれるものであり、その作動不良を招くような
水の浸入は完全に防がなければならない。従来技術で
は、特開平3-183833号公報に記載の如く、大気連通管8
を通気管9の中に通して地上に立上げ、通気管9の地上
端開口に笠9A(図19)や天井部9B(図20)を設
けることにて、上記大気連通管8への水の浸入を防止す
ることとしている。
However, the atmosphere communicating pipe 8 is guided to the operating portion of the vacuum valve 2, and it is necessary to completely prevent the intrusion of water that causes the defective operation. In the prior art, as described in Japanese Patent Laid-Open No. 3-183833, the atmosphere communication pipe 8
Through the ventilation pipe 9 to rise to the ground, and by providing a cap 9A (FIG. 19) and a ceiling portion 9B (FIG. 20) at the ground end opening of the ventilation pipe 9, the water to the atmosphere communication pipe 8 is supplied. It is intended to prevent the intrusion of

【0006】[0006]

【発明が解決しようとする課題】従来技術では、大気連
通管8への通常の水の浸入は防止できるが、下記〜
の水の浸入を防ぐことは困難ないしは不可能である。
In the prior art, it is possible to prevent normal infiltration of water into the atmosphere communication pipe 8, but
It is difficult or impossible to prevent the ingress of water.

【0007】大気連通管8の地上大気取入口は、路端
又は家屋の敷地内に設置されているため、子供のいたず
ら、自動車の通行等による水の跳ね上げ等に起因する万
一の水滴浸入。
Since the ground air intake of the air communication pipe 8 is installed on the roadside or on the premises of a house, in case of mischief of a child, water splash due to traffic of a car, etc. .

【0008】家庭からの高温汚水に伴って通気管9に
充満する温空気が笠9A、天井部9Bの内面にて結露
し、この結露水が笠9A、天井部9Bから滴下したり壁
面を伝わって大気連通管8内に浸入するもの。
The hot air filled in the ventilation pipe 9 due to high-temperature sewage from home condenses on the inner surfaces of the shade 9A and the ceiling 9B, and this condensed water drips from the shade 9A and the ceiling 9B and travels on the wall surface. That penetrates into the atmosphere communication pipe 8.

【0009】夕方〜夜半等、外気温が土中温より高い
とき、温空気が土中温で冷やされている大気連通管8内
を通る過程で、大気連通管8の内面にて結露する水の浸
入。
When the outside air temperature is higher than the soil temperature, such as in the evening to midnight, infiltration of water that condenses on the inner surface of the atmosphere communication pipe 8 in the process of the warm air passing through the atmosphere communication pipe 8 which is cooled by the soil temperature. .

【0010】夏場等、大気中の水蒸気量が多いとき、
大気連通管8の内面で大気中の水蒸気が結露する水の浸
入。
When the amount of water vapor in the atmosphere is large, such as in the summer,
Infiltration of water from the water vapor in the atmosphere that condenses on the inner surface of the atmosphere communication pipe 8.

【0011】大気連通管8の内部に上記〜等による
異常な水の浸入を生ずると、大気連通管8は真空弁との
接続部まで閉じているため、真空弁の作動部分には大気
の導入と同時に必ずその水が流れ込み、真空弁の作動不
良を招来するものとなる。
When abnormal water infiltration occurs due to the above-mentioned items 1 to 4, the atmosphere communication pipe 8 is closed up to the connection portion with the vacuum valve, so that the atmosphere is introduced into the operating portion of the vacuum valve. At the same time, the water always flows in, causing malfunction of the vacuum valve.

【0012】本発明は、真空弁に連通している大気導入
管に異常な水の浸入を生じても、その水が真空弁に流れ
込むことを防止し、真空弁の作動の安定を図ることを目
的とする。
The present invention prevents the water from flowing into the vacuum valve and stabilizes the operation of the vacuum valve even if abnormal water enters the atmosphere introducing pipe communicating with the vacuum valve. To aim.

【0013】[0013]

【課題を解決するための手段】請求項1に記載の本発明
は、真空式下水道の真空弁付き汚水ますに設置され、大
気連通管が導入する大気を付与されて作動し、該汚水ま
すに連通する汚水吸込み管と真空源に連通する真空下水
管との間の連絡部を開閉可能とする真空弁の大気連通管
内排水装置において、大気連通管から真空弁にまで延在
する大気導入路の途中に水溜め部を設け、この水溜め部
の底部に設けた排水口を汚水ますに開口し、この水溜め
部の上部には真空弁側に連通する大気連通口を設け、上
記水溜め部の上部の大気連通口に、水溜め部の水位の上
昇によって浮上して該大気連通口を閉鎖するフロート弁
を設けてなるようにしたものである。
[Means for Solving the Problems] The present invention according to claim 1 is installed in a sewage masu with a vacuum valve of a vacuum sewer, and is operated by being provided with an atmosphere introduced by an atmosphere communication pipe to the sewage masu. In the atmospheric communication pipe drainage device of the vacuum valve that can open and close the communication part between the communicating sewage suction pipe and the vacuum sewer pipe communicating with the vacuum source, in the atmospheric introduction pipe extending from the atmospheric communication pipe to the vacuum valve. A water reservoir is provided on the way, and the drain port provided at the bottom of this water reservoir is opened to the sewage tank.At the top of this water reservoir is provided an atmosphere communication port that communicates with the vacuum valve side. A float valve that floats up due to the rise of the water level in the water reservoir and closes the atmosphere communication port is provided at the upper atmosphere communication port.

【0014】請求項2に記載の本発明は、真空式下水道
の真空弁付き汚水ますに設置され、大気連通管が導入す
る大気を付与されて作動し、該汚水ますに連通する汚水
吸込み管と真空源に連通する真空下水管との間の連絡部
を開閉可能とする真空弁の大気連通管内排水装置におい
て、大気連通管から真空弁にまで延在する大気導入路の
途中に水溜め部を設け、この水溜め部の底部に設けた排
水口を汚水吸込み管に連通し、この水溜め部の上部には
真空弁側に連通する大気連通口を設けてなるようにした
ものである。
The present invention according to claim 2 is installed in a sewage tank with a vacuum valve for a vacuum sewer, and an sewage suction pipe communicating with the sewage tank is operated by being given an atmosphere introduced by an air communication tube. In the atmospheric communication pipe drainage device of the vacuum valve that can open and close the communication part with the vacuum sewer pipe that communicates with the vacuum source, a water reservoir part is provided in the middle of the atmosphere introduction path extending from the atmospheric communication pipe to the vacuum valve. A drain port provided at the bottom of the water reservoir is communicated with a waste water suction pipe, and an atmosphere communication port communicating with the vacuum valve side is provided at an upper portion of the water reservoir.

【0015】請求項3に記載の本発明は、請求項2に記
載の本発明において更に、前記水溜め部の上部で、大気
連通口の下部に水反射板を設けてなるようにしたもので
ある。
According to a third aspect of the present invention, in addition to the second aspect of the present invention, a water reflection plate is provided above the water reservoir and below the atmosphere communication port. is there.

【0016】請求項4に記載の本発明は、請求項1〜3
のいずれかに記載の本発明において更に、前記大気連通
管が断熱被覆されるとともに、大気取入口が鉛直下向き
に指向されてなるようにしたものである。
The present invention according to claim 4 provides the invention according to claims 1 to 3.
In any one of the present inventions, the atmosphere communication pipe is heat-insulated and the atmosphere intake is directed vertically downward.

【0017】[0017]

【作用】請求項1に記載の本発明によれば、下記の作
用がある。 大気連通管に異常な水の浸入があった場合にも、真空
弁への水の浸入を防止するには、浸入水を大気連通管の
途中で分離排除し、大気だけを真空弁に送り込むように
すれば良い。このことは、水溜め部にて浸入水を捕捉
し、この水を水溜め部底部の排水口から汚水ますに逃が
すとともに、大気は水溜め部上部の大気連通口から真空
弁に通じるものとすることにより達成される。
According to the present invention as set forth in claim 1, the following effects are obtained. In order to prevent water from entering the vacuum valve even if there is abnormal water intrusion into the atmosphere communication pipe, separate the infiltrated water in the middle of the air communication pipe and send only the atmosphere to the vacuum valve. You can do it. This means that infiltration water is trapped in the water reservoir, and this water is allowed to escape from the drainage port at the bottom of the water reservoir to sewage, and the atmosphere is communicated with the vacuum valve from the air communication port above the water reservoir. It is achieved by

【0018】通常の浸入水は水溜め部上部の大気連通口
に到達しない。但し、大量の浸入水を生じて、この浸入
水が水溜め部上部の大気連通口に到達する場合には、水
溜め部内で浮上するフロート弁がその大気連通口を閉鎖
し、この浸入水が真空弁に流れ込むことを防止する。
尚、大気連通口がフロート弁によって閉鎖されている
間、真空弁が異常作動になって開き状態を継続してしま
う場合には、真空下水管の真空力が汚水ますの空間を介
して水溜め部の排水口に及び続け、水溜め部内の浸入水
も同時に吸引排出し続けるため、これによって浸入水を
排出完了した後に大気連通口は再び開かれて大気連通管
が復活し、真空弁の作動は正常に戻る。
Normal infiltrated water does not reach the atmosphere communication port above the water reservoir. However, when a large amount of infiltrated water is generated and this infiltrated water reaches the atmosphere communication port above the water reservoir, the float valve that floats in the water reservoir closes the atmosphere communication port, Prevent it from flowing into the vacuum valve.
If the vacuum valve abnormally operates and remains open while the air communication port is closed by the float valve, the vacuum force of the vacuum sewer pipe collects water through the space of the dirty water. Because it continues to reach the drainage port of the section and sucks and discharges the infiltrated water in the water reservoir at the same time, the air communication port is opened again after the infiltration water is completely discharged, the atmosphere communication pipe is restored, and the vacuum valve operates. Returns to normal.

【0019】また、停電等で、真空ステーションからの
真空供給がストップし、真空下水管の真空力低下によっ
て汚水を吸引処理しなくなったときには、汚水ます内部
で汚水が充満し、この充満汚水が水溜め部の下部排水口
から逆流して水溜め部に浸入することも考えられる。真
空弁の作動はこの場合でも不都合がない。即ち、この場
合には、前述と同様に、水溜め部内のフロート弁が充満
汚水の水位の上昇とともに浮上して大気連通口を閉鎖
し、この汚水が真空弁に流れ込むことを防止する。電源
の復活等により、真空供給が正常に戻ると、汚水ます内
の汚水は真空弁を通じて搬出され、汚水ますの水位低下
とともに水溜め部内の水位も下降し、正常に戻る。
When the vacuum supply from the vacuum station is stopped due to a power failure or the like, and the sewage is no longer suctioned due to the vacuum force of the vacuum sewer pipe, the sewage is filled with sewage and the sewage is filled with water. It is also conceivable that the water will flow backward from the lower drainage port of the reservoir and enter the water reservoir. The operation of the vacuum valve is not inconvenient even in this case. That is, in this case, as in the case described above, the float valve in the water reservoir rises as the water level of the filled sewage rises to close the atmosphere communication port and prevent this sewage from flowing into the vacuum valve. When the vacuum supply returns to normal due to the restoration of the power source, etc., the wastewater in the wastewater mist is carried out through the vacuum valve, and the water level in the water sump part drops as well as the level of the wastewater masu returns to normal.

【0020】請求項2に記載の本発明によれば、下記
の作用がある。 大気連通管に異常な水の浸入があった場合にも、真空
弁への水の浸入を防止するには、浸入水を大気連通管の
途中で分離排除し、大気だけを真空弁に送り込むように
すれば良い。このことは、水溜め部にて浸入水を捕捉
し、この水を水溜め部底部の排水口から汚水ますの汚水
吸込み管に逃がすとともに、大気は水溜め部上部の大気
連通口から真空弁に通じるものとすることにより達成さ
れる。
According to the second aspect of the present invention, there are the following effects. In order to prevent water from entering the vacuum valve even if there is abnormal water intrusion into the atmosphere communication pipe, separate the infiltrated water in the middle of the air communication pipe and send only the atmosphere to the vacuum valve. You can do it. This means that infiltration water is captured in the water reservoir, and this water is released from the drainage port at the bottom of the water reservoir to the sewage intake pipe of the sewage mist, while the atmosphere is transferred from the air communication port at the top of the water reservoir to the vacuum valve. It is achieved by making it common.

【0021】水溜め部底部の排水口に接続されている汚
水吸込み管は、真空弁の開き時以外は大気圧であるが、
真空弁の開き時には真空下水管の真空力により吸引され
て負圧となり、このため、水溜め部の浸入水は、この負
圧により吸引されて汚水吸込み管から汚水とともに排出
処理される。
The waste water suction pipe connected to the drain port at the bottom of the water reservoir is at atmospheric pressure except when the vacuum valve is opened,
When the vacuum valve is opened, it is sucked by the vacuum force of the vacuum sewer pipe to a negative pressure. Therefore, the infiltrated water in the water reservoir is sucked by this negative pressure and discharged together with the waste water from the waste water suction pipe.

【0022】このとき、一般的には、予め水溜め部に溜
った水を真空弁の開き時に引くのではない。即ち、大気
連通管内の結露等の浸入水は、通常、真空弁の開き時
に、大気連通管内の大気の流れとともに移動するもので
あるから、浸入水の水滴は水溜め部に溜るのとほぼ同時
に汚水吸込み管に吸引されていくものとなる。いずれに
せよ、真空弁への大気連通管からの浸入水の浸入をみる
ことがなくなる。
At this time, generally, the water previously accumulated in the water reservoir is not drawn when the vacuum valve is opened. That is, since the infiltration water such as dew condensation in the atmosphere communication pipe usually moves with the flow of the atmosphere in the atmosphere communication pipe when the vacuum valve is opened, the water droplets of the infiltration water are almost simultaneously accumulated in the water reservoir. It will be sucked into the dirty water suction pipe. In any case, the infiltration of water into the vacuum valve from the air communication pipe is not seen.

【0023】尚、この場合には、大気連通管の途中に設
けた水溜め部に汚水吸込み管を連通するものであるた
め、真空弁の開き時に、大気連通管に常に真空下水管の
真空圧が作用するものとなる。従って、この真空圧が大
気連通管による真空弁への大気圧導入に悪影響を与えな
いようにしなければならない。但し、一般的には、大気
連通管の内径は真空弁作動のために必要な大気導入量を
確保するに十分に大径であり、上述の如くの悪影響を生
じない。そして、水溜め部に汚水吸込み管を連通するた
めの排水管の内径をできるだけ小径にし、或いはこの排
水管に設けた絞り弁により大気連通管に作用する真空圧
を低減調整可能とすることにより、上述の悪影響は無視
できる程度に抑えることができる。
In this case, since the sewage suction pipe is communicated with the water reservoir provided in the middle of the atmosphere communication pipe, the vacuum pressure of the vacuum sewer pipe is always connected to the atmosphere communication pipe when the vacuum valve is opened. Will work. Therefore, it is necessary to prevent this vacuum pressure from adversely affecting the introduction of atmospheric pressure into the vacuum valve by the atmosphere communication pipe. However, in general, the inner diameter of the atmosphere communicating pipe is large enough to secure the amount of air introduced to operate the vacuum valve, and the above-described adverse effect does not occur. Then, by making the inner diameter of the drainage pipe for communicating the dirty water suction pipe to the water reservoir part as small as possible, or by making it possible to reduce and adjust the vacuum pressure acting on the atmosphere communication pipe by the throttle valve provided in this drainage pipe, The above adverse effects can be suppressed to a negligible level.

【0024】請求項3に記載の本発明によれば下記の
作用がある。 水溜め部の上部で大気連通口の下部に水反射板を設け
たから、大気連通管から水溜め部への浸入水を確実に水
溜め部に捕捉し、大気連通口から真空弁側への浸入水の
浸入を確実に防止できる。
The present invention according to claim 3 has the following effects. Since a water reflector is provided above the water reservoir below the atmosphere communication port, the water entering from the atmosphere communication pipe to the water reservoir can be reliably captured in the water reservoir, and the atmosphere communication port can enter the vacuum valve side. Water can be surely prevented from entering.

【0025】請求項4に記載の本発明によれば、下記
の作用がある。 大気連通管を断熱被覆することにより、大気連通管の
管内外温度差を小さくし、管内面での結露発生に起因す
る水の異常浸入を防止できる。また、大気連通管の大気
導入口を鉛直下向きに指向せしめることにより、大気連
通管の内部への異常な水浸入を防止し得る安全率を上
げ、水の異常浸入を可及的に低減できる。
According to the present invention described in claim 4, there is the following action. By heat-insulating the atmosphere communication pipe, the temperature difference between the inside and outside of the atmosphere communication pipe can be reduced, and abnormal infiltration of water due to the occurrence of dew condensation on the inner surface of the pipe can be prevented. Further, by orienting the air inlet of the atmosphere communication pipe vertically downward, the safety factor that can prevent abnormal water intrusion into the atmosphere communication pipe is increased, and abnormal water infiltration can be reduced as much as possible.

【0026】[0026]

【実施例】図1は本発明の第1実施例が適用されてなる
汚水ますを示す模式図、図2は真空弁を示す模式図、図
3は真空弁の制御部を示す断面図、図4は真空弁の制御
部を示す他の断面図、図5は第1実施例の要部を示す模
式図、図6は第1実施例の水溜め部を示す模式図、図7
は水溜め部の変形例を示す模式図、図8は水溜め部の他
の変形例を示す模式図、図9は本発明の第2実施例が適
用されてなる汚水ますを示す模式図、図10は第2実施
例の要部を示す模式図、図11は水溜め部に連なる排水
管に設けた絞り弁を示す模式図、図12は第2実施例の
水溜め部を示す模式図、図13は水溜め部の変形例を示
す模式図、図14は水溜め部の他の変形例を示す模式
図、図15は断熱被覆された大気連通管を示す模式図、
図16は大気連通管の大気取入口をU字状にした例を示
す模式図、図17は大気連通管の大気取入口に笠を設け
た例を示す模式図、図18は真空下水道を示す模式図、
図19は大気連通管の水浸入状態を示す模式図、図20
は大気連通管の他の水浸入状態を示す模式図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a schematic diagram showing a wastewater tank to which the first embodiment of the present invention is applied, FIG. 2 is a schematic diagram showing a vacuum valve, FIG. 3 is a sectional view showing a control part of the vacuum valve, and FIG. 4 is another cross-sectional view showing the control part of the vacuum valve, FIG. 5 is a schematic view showing a main part of the first embodiment, FIG. 6 is a schematic view showing a water reservoir part of the first embodiment, and FIG.
Is a schematic diagram showing a modified example of the water reservoir, FIG. 8 is a schematic diagram showing another modified example of the water reservoir, and FIG. 9 is a schematic diagram showing a wastewater basin to which the second embodiment of the present invention is applied. FIG. 10 is a schematic view showing a main part of the second embodiment, FIG. 11 is a schematic view showing a throttle valve provided in a drain pipe connected to the water reservoir, and FIG. 12 is a schematic view showing a water reservoir of the second embodiment. FIG. 13 is a schematic view showing a modified example of the water reservoir, FIG. 14 is a schematic view showing another modified example of the water reservoir, and FIG. 15 is a schematic view showing an atmosphere communication pipe covered with heat insulation.
FIG. 16 is a schematic diagram showing an example in which the atmosphere inlet of the atmosphere communicating pipe is U-shaped, FIG. 17 is a schematic diagram showing an example in which a cap is provided at the atmosphere inlet of the atmosphere communicating pipe, and FIG. 18 is a vacuum sewer system. Pattern diagram,
FIG. 19 is a schematic diagram showing a water infiltration state of the atmosphere communication pipe, FIG.
[Fig. 6] is a schematic view showing another water infiltration state of the atmosphere communication pipe.

【0027】(第1実施例)(図1〜図8)真空式下水
道は、前述した図18に示した如くに構成され、汚水ま
す1に真空弁2を設置している。そして、真空弁2は、
大気連通管8が導入する大気を付与されて作動し、汚水
ます1に連通する汚水吸込み管1Aと真空源に連通する
真空下水管5との間の連絡部(連絡路28)を開閉可能
とする。
(First Embodiment) (FIGS. 1 to 8) The vacuum sewer system is constructed as shown in FIG. 18 described above, and a vacuum valve 2 is installed in a dirty water column 1. And the vacuum valve 2 is
It is possible to open and close the communication part (communication path 28) between the sewage suction pipe 1A that communicates with the sewage masu 1 and the vacuum sewer pipe 5 that communicates with the vacuum source by operating by being supplied with the atmosphere introduced by the atmosphere communication pipe 8. To do.

【0028】即ち、各家庭等から排出される汚水は、自
然流下式の汚水流入管10から汚水ます1に流れ込む。
そして、汚水が汚水ます1内に所定量溜ると、真空弁2
が開き、汚水ます1内の汚水は汚水吸込み管1Aから吸
込まれる。そして、この汚水は真空弁2を通って真空下
水管5に吸込まれ、真空ポンプ場の集水タンク6に集め
られ、ひいては圧送ポンプ7によって下水処理場等へ送
られる。
That is, the sewage discharged from each home or the like flows into the sewage masu 1 from the sewage inflow pipe 10 of the natural flow type.
Then, when a predetermined amount of dirty water is accumulated in the dirty water tank 1, the vacuum valve 2
The sewage in the sewage tank 1 is sucked through the sewage suction pipe 1A. Then, this sewage is sucked into the vacuum sewer pipe 5 through the vacuum valve 2, collected in the water collection tank 6 of the vacuum pump station, and then sent to the sewage treatment plant or the like by the pressure pump 7.

【0029】真空弁2は、図1、図2に示す如く、第1
と第2の各ハウジング21、22をバンドクランプ23
によって一体化して構成されており、主弁24と、弁作
動室25と、閉じ力付与ばね26と、制御部27とを有
して構成されている。
The vacuum valve 2 is a first valve as shown in FIGS.
And the second housings 21 and 22 with the band clamp 23
The main valve 24, the valve working chamber 25, the closing force imparting spring 26, and the control unit 27 are integrated.

【0030】主弁24は上述の汚水吸込み管1Aと真空
下水管5との連絡部を構成する連絡路28を開閉する。
The main valve 24 opens and closes a connecting passage 28 which constitutes a connecting portion between the sewage suction pipe 1A and the vacuum sewer pipe 5.

【0031】弁作動室25は主弁24と弁棒29を介し
て連結されているカップ状のプランジャ30をスライド
可能に収容する。
The valve working chamber 25 slidably accommodates a cup-shaped plunger 30 connected to the main valve 24 via a valve rod 29.

【0032】閉じ力付与ばね26は弁作動室25のプラ
ンジャ30より上室に内蔵されて、プランジャ30にば
ね力を及ぼし、主弁24に閉じ力を付与する。
The closing force applying spring 26 is built in the chamber above the plunger 30 of the valve operating chamber 25 and exerts a spring force on the plunger 30 to apply a closing force to the main valve 24.

【0033】制御部27は、汚水ます1内の汚水レベル
の上昇時に弁作動室25に真空圧を付与して主弁24に
開き力を付与し、真空弁2を開状態として汚水吸込み管
1Aに真空下水管5を導通せしめる。
The control unit 27 applies a vacuum pressure to the valve working chamber 25 and an opening force to the main valve 24 when the level of the sewage in the sewage tank 1 rises, and opens the vacuum valve 2 to open the sewage suction pipe 1A. Then, the vacuum sewer pipe 5 is electrically connected.

【0034】然るに、真空弁2の制御部27は以下の如
くに構成されている。即ち、制御部27は、図3、図4
に示す如く、第1〜第5の各ケース31〜35を一体化
して構成され、第4ケース34を真空弁2の第2ハウジ
ング22にバンドクランプ36によって一体化される。
Therefore, the control unit 27 of the vacuum valve 2 is constructed as follows. That is, the control unit 27 controls
As shown in FIG. 5, the first to fifth cases 31 to 35 are integrally formed, and the fourth case 34 is integrated with the second housing 22 of the vacuum valve 2 by the band clamp 36.

【0035】そして、制御部27は、汚水ます1に連通
する液位検知管37がホース38を介して接続される液
位検知管接続口39を有している。液位検知管接続口3
9は、第1ケース31に接合される接続口ケース40に
設けられている。
The control unit 27 has a liquid level detection pipe connection port 39 to which a liquid level detection pipe 37 communicating with the dirty water tank 1 is connected via a hose 38. Liquid level detection tube connection port 3
9 is provided in the connection port case 40 joined to the first case 31.

【0036】また、制御部27は、真空下水管5がホー
ス41を介して接続される真空圧口42を第3ケース3
3に設けている。
Further, the control unit 27 has the vacuum pressure port 42 to which the vacuum sewer pipe 5 is connected via the hose 41 in the third case 3.
It is provided in 3.

【0037】また、制御部27は、大気連通管8がホー
ス44を介して接続される大気圧口45を第3ケース3
3に設けている。
The control unit 27 also sets the atmospheric pressure port 45, to which the atmosphere communication pipe 8 is connected via the hose 44, to the third case 3.
It is provided in 3.

【0038】尚、大気連通管8はホース46を介して、
弁作動室25のプランジャ30より下室にも連通されて
いる(図2参照)。このとき、弁作動室25のプランジ
ャ30より下室は、真空弁2の第1と第2の各ハウジン
グ21、22間に挟持される下室ハウジング47により
形成されており、下室ハウジング47にはチェック弁4
8が設けられ、下室ハウジング47の弁棒29貫通部回
りにはチェック弁カバー49が接合されている。
The atmosphere communication pipe 8 is connected via a hose 46 to
The valve working chamber 25 is communicated with the lower chamber than the plunger 30 (see FIG. 2). At this time, the chamber below the plunger 30 of the valve operating chamber 25 is formed by the lower chamber housing 47 that is sandwiched between the first and second housings 21 and 22 of the vacuum valve 2. Check valve 4
8 is provided, and a check valve cover 49 is joined around the valve rod 29 penetrating portion of the lower chamber housing 47.

【0039】また、制御部27は、第1と第2の 2個の
ダイヤフラム51、52を後述する制御弁68の動作方
向に並置している。
The control unit 27 also arranges the first and second two diaphragms 51 and 52 side by side in the operating direction of the control valve 68 described later.

【0040】第1ダイヤフラム51は第1ケース31と
第2ケース32の合面間に配設され、液位検知管接続口
39がダイヤフラム53のオリフィス53Aを介して連
通する液位検知管連通室54と、大気圧口45が第2ケ
ース32と第3ケース33に設けられている連絡路55
を介して連通する大気連通室56とを仕切っている。
尚、第1ダイヤフラム51の中心部には被覆部57によ
って被覆されているステム58が固定され、ステム58
の頭部と第1ケース31に接合されているばね受プレー
ト59との間にはばね60が介装されている。
The first diaphragm 51 is disposed between the mating surfaces of the first case 31 and the second case 32, and the liquid level detecting pipe connection port 39 communicates with the diaphragm 53 through the orifice 53A of the diaphragm 53. 54 and the communication passage 55 in which the atmospheric pressure port 45 is provided in the second case 32 and the third case 33.
And an atmosphere communication chamber 56 that communicates with each other.
A stem 58 covered by a covering portion 57 is fixed to the central portion of the first diaphragm 51.
A spring 60 is interposed between the head portion of the and the spring receiving plate 59 joined to the first case 31.

【0041】第2ダイヤフラム52は第2ケース32と
第3ケース33の合面間に配設され、液位検知管接続口
39が第1ダイヤフラム51の液位検知管連通室54、
第1ケース31と第2ケース32に設けられている連絡
路61を介して連通する液位検知管連通室62と、大気
圧口45が連通する大気圧連通室63とを仕切ってい
る。尚、第2ダイヤフラム52の中心部には被覆部64
によって被覆されているステム65が固定され、ステム
65の頭部と第2ケース32に接合されているばね受プ
レート66との間にはばね67が介装されている。
The second diaphragm 52 is disposed between the mating surfaces of the second case 32 and the third case 33, and the liquid level detecting pipe connection port 39 is provided in the liquid level detecting pipe communicating chamber 54 of the first diaphragm 51.
A liquid level detection pipe communication chamber 62 that communicates with each other via a communication path 61 provided in the first case 31 and the second case 32 and an atmospheric pressure communication chamber 63 that communicates with the atmospheric pressure port 45 are partitioned. In addition, a covering portion 64 is provided at the center of the second diaphragm 52.
The stem 65 covered with is fixed, and a spring 67 is interposed between the head of the stem 65 and the spring receiving plate 66 joined to the second case 32.

【0042】第1ダイヤフラム51のステム58と第2
ダイヤフラム52のステム65とは同軸配置され、互い
の軸力を伝達可能とされている。
The stem 58 of the first diaphragm 51 and the second
It is coaxially arranged with the stem 65 of the diaphragm 52 and can transmit the mutual axial forces.

【0043】また、制御部27は、制御弁68を備えて
いる。制御弁68は、真空圧口42を第5ケース35に
設けてある連通口69を介して弁作動室25の上室に連
絡する真空通路70の弁座70Aと、大気圧口45を上
記連通口69を介して弁作動室25の上室に連絡する大
気通路71の弁座71Aとを、交互に開閉する。真空通
路70の弁座70Aは第4ケース34に設けられ、大気
通路71の弁座71Aは第5ケース35に設けられ、両
弁座70A、71Aは互いに相対している。そして、制
御部27は、両ダイヤフラム51、52の変位を直接的
に制御弁68に伝達するべく、制御弁68の弁棒68A
を、第2ダイヤフラム52のステム65と同軸配置し、
互いの軸力を伝達可能としている。
The control unit 27 also includes a control valve 68. The control valve 68 connects the valve seat 70A of the vacuum passage 70, which communicates with the upper chamber of the valve working chamber 25, through the communication port 69 provided in the fifth case 35 to the atmospheric pressure port 45. The valve seat 71A of the atmosphere passage 71, which communicates with the upper chamber of the valve working chamber 25 through the port 69, is alternately opened and closed. The valve seat 70A of the vacuum passage 70 is provided in the fourth case 34, the valve seat 71A of the atmosphere passage 71 is provided in the fifth case 35, and both valve seats 70A, 71A face each other. Then, the control unit 27 transmits the displacements of the diaphragms 51 and 52 directly to the control valve 68 so that the valve stem 68A of the control valve 68 is transmitted.
Is coaxially arranged with the stem 65 of the second diaphragm 52,
The mutual axial forces can be transmitted.

【0044】尚、制御弁68の弁棒68Aは被覆部72
によって被覆され、弁棒68Aの頭部と第3ケース33
に接合されているばね受プレート73との間にはばね7
4が介装されている。
The valve rod 68A of the control valve 68 has a covering portion 72.
Is covered with the head of the valve rod 68A and the third case 33.
The spring 7 is connected between the spring receiving plate 73 and the spring receiving plate 73.
4 is installed.

【0045】このとき、第1と第2の各ダイヤフラム5
1、52の変位力は、第1ダイヤフラム51のステム5
8、第2ダイヤフラム52のステム65、及び制御弁6
8の弁棒68Aの3者間の軸力の伝達により、重ねて制
御弁68に付与されることになる。
At this time, each of the first and second diaphragms 5
The displacement force of 1, 52 is the stem 5 of the first diaphragm 51.
8, the stem 65 of the second diaphragm 52, and the control valve 6
By the transmission of the axial force among the three valve rods 68A of No. 8, they are repeatedly applied to the control valve 68.

【0046】尚、制御部27において、前述の大気通路
71の一部は、第5ケース35に形成されるものの、第
5ケース35には大気通路71の加工孔を閉塞するため
のプラグ75、76が接合されている。
In the control section 27, a part of the atmosphere passage 71 is formed in the fifth case 35, but the fifth case 35 has a plug 75 for closing the processing hole of the atmosphere passage 71. 76 are joined.

【0047】然るに、真空弁2の制御部27は以下の如
く動作する。 (1) 汚水ます1内の汚水レベルが上昇すると、汚水ます
1内の加圧空気が液位検知管37を介して液位検知管接
続口からダイヤフラム53のオリフィス53Aを通って
各ダイヤフラム51、52の上側の液位検知管連通室5
4、62に作用する。このとき、各ダイヤフラム51、
52の下側の大気連通室56、63は大気連通管8を介
して大気圧口45を経て大気解放されている。このた
め、各ダイヤフラム51、52の両側室間に圧力差を生
じ、各ダイヤフラム51、52は下向き変位する。
Therefore, the control unit 27 of the vacuum valve 2 operates as follows. (1) When the level of the sewage in the sewage tank 1 rises, the pressurized air in the sewage tank 1 passes through the liquid level detection tube 37 from the liquid level detection tube connection port through the orifice 53A of the diaphragm 53 to each diaphragm 51, Liquid level detection pipe communication chamber 5 above 52
Acts on 4, 62. At this time, each diaphragm 51,
The atmosphere communication chambers 56 and 63 on the lower side of 52 are opened to the atmosphere via the atmosphere communication pipe 8 and the atmospheric pressure port 45. Therefore, a pressure difference is generated between both side chambers of the diaphragms 51 and 52, and the diaphragms 51 and 52 are displaced downward.

【0048】(2) 各ダイヤフラム51、52の下向き変
位力は、それらのステム58、65を介して、制御弁6
8の弁棒68Aに作用し、制御弁68を押し下げる。
(2) The downward displacement force of each diaphragm 51, 52 is transmitted through the stems 58, 65 of the control valve 6
8 acting on the valve stem 68A of 8 and pushes down the control valve 68.

【0049】尚、制御弁68の押し下げ力は、両ダイヤ
フラム51、52の下向き変位力が重なり作用し、各ダ
イヤフラム51、52の単独での下向き変位力の2倍と
なる。
The downward force of the control valve 68 acts as a downward displacement force of both diaphragms 51 and 52, and is twice the downward displacement force of each diaphragm 51 and 52 alone.

【0050】(3) 制御弁68の押し下げにより、大気通
路71の弁座71Aが閉じられ、弁作動室25への大気
圧への作用が消失する。同時に、真空通路70の弁座7
0Aが開き、弁作動室25に真空圧が作用する。これに
より、真空弁2のプランジャ30が閉じ力付与ばね26
のばね力に抗して上向き移動し、主弁24が開く結果、
汚水ます1の汚水吸込み管1Aに真空下水管5の真空吸
込み力が作用し、汚水ます1内の汚水が真空下水管5に
排出される。
(3) By depressing the control valve 68, the valve seat 71A of the atmosphere passage 71 is closed, and the effect of the atmospheric pressure on the valve working chamber 25 disappears. At the same time, the valve seat 7 of the vacuum passage 70
0A opens, and the vacuum pressure acts on the valve working chamber 25. As a result, the plunger 30 of the vacuum valve 2 is closed by the closing force applying spring 26.
As a result of the upward movement of the main valve 24 against the spring force of
The vacuum suction force of the vacuum sewage pipe 5 acts on the sewage suction pipe 1A of the sewage masu 1, and the waste water in the sewage masu 1 is discharged to the vacuum sewage pipe 5.

【0051】(4) 汚水ます1内の汚水レベルが下がり、
各ダイヤフラム51、52の両側室間の圧力差がなくな
ると、制御弁68は上向き復帰し、真空通路70の弁座
70Aを閉じ、代わりに大気通路71の弁座71Aを開
く。これにより、弁作動室25に大気圧が作用し、真空
弁2のプランジャ30が閉じ力付与ばね26のばね力に
よって下向き移動し、主弁24を閉じる。
(4) The level of sewage in sewage masu 1 is lowered,
When the pressure difference between the two chambers of the diaphragms 51 and 52 disappears, the control valve 68 returns upward, closes the valve seat 70A of the vacuum passage 70, and opens the valve seat 71A of the atmosphere passage 71 instead. As a result, atmospheric pressure acts on the valve working chamber 25, the plunger 30 of the vacuum valve 2 moves downward by the spring force of the closing force applying spring 26, and the main valve 24 is closed.

【0052】ここで、制御部27にあっては、弁作動室
25と、各ダイヤフラム51、52の下側の大気連通室
56、63とを連絡する通気路80を第3ケース33と
第4ケース34に設けており、この通気路80に主弁開
き時間調整用ニードル弁81を設けている(図4参
照)。
Here, in the control section 27, a vent passage 80 that connects the valve working chamber 25 and the atmosphere communication chambers 56 and 63 below the diaphragms 51 and 52 is provided with the third case 33 and the fourth case 33. It is provided in the case 34, and the main valve opening time adjusting needle valve 81 is provided in the air passage 80 (see FIG. 4).

【0053】然るに、本実施例にあっては、図1に示す
如く、大気連通管43から真空弁2にまで延在する大気
導入路の途中、具体的には大気連通管43とホース4
4、46との接続部に排水装置90を設けている。排水
装置90は、図5、図6に示す如く、水溜め部91を備
え、水溜め部91の中間部に大気連通管43に連通する
大気連通口92を設け、水溜め部91の上部に真空弁2
側に連通する大気連通口93を設け、この大気連通口9
3に連なる接続口94A、94Bに前述のホース44、
46を接続可能としている。更に、排水装置90は、水
溜め部91の底部に排水口95を設け、この排水口95
に接続される排水管96を汚水ます1の上部に開口して
いる。
However, in the present embodiment, as shown in FIG. 1, in the middle of the atmosphere introducing passage extending from the atmosphere communicating pipe 43 to the vacuum valve 2, specifically, the atmosphere communicating pipe 43 and the hose 4 are provided.
A drainage device 90 is provided at a connection portion with 4, and 46. As shown in FIGS. 5 and 6, the drainage device 90 includes a water reservoir 91, an air communication port 92 communicating with the air communication pipe 43 in the middle of the water reservoir 91, and an upper portion of the water reservoir 91. Vacuum valve 2
Atmosphere communication port 93 communicating with the side is provided.
To the connection ports 94A and 94B connected to the hose 44,
46 can be connected. Further, the drainage device 90 is provided with a drain port 95 at the bottom of the water reservoir 91, and the drain port 95
A drainage pipe 96 connected to is opened at the upper part of the sewage tank 1.

【0054】また、排水装置90は、水溜め部91の内
部に格子状もしくは網状等の通水できる仕切板97を備
え、この仕切板97の上にボール状フロート弁98を載
せている。大気連通管43への浸入水は水溜め部91に
流入した後、仕切板97を通過し、排水口95から汚水
ます1の側に排出される(図6(B))。そして、大気
連通管43からの浸入水の流入や、汚水ます1内の汚水
の水位が真空弁の異常(一定水位になっても開弁しな
い)によって水溜め部91内の水位が上昇すると、フロ
ート弁98が仕切板97から浮上する(図6(C))。
そして、水溜め部91内の水位が真空弁2の側に連通す
る上部大気連通口93に近づく直前に至ると、フロート
弁98が大気連通口93回りのテーパ状シール部99に
封着し、止水する。フロート弁98は弾性体からできい
て、止水効果を大としている。
Further, the drainage device 90 is provided with a partition plate 97 capable of passing water in the form of a lattice or a net inside the water reservoir 91, and the ball-shaped float valve 98 is mounted on the partition plate 97. The water that has entered the atmosphere communication pipe 43 flows into the water reservoir 91, then passes through the partition plate 97, and is discharged from the drain port 95 to the side of the dirty water tank 1 (FIG. 6 (B)). Then, when the inflow of inflow water from the atmosphere communication pipe 43 or the water level of the waste water in the waste water tank 1 rises due to an abnormality in the vacuum valve (it does not open even if the water level reaches a certain level), The float valve 98 floats above the partition plate 97 (FIG. 6 (C)).
Then, immediately before the water level in the water reservoir 91 approaches the upper atmosphere communication port 93 that communicates with the vacuum valve 2 side, the float valve 98 seals to the tapered seal portion 99 around the atmosphere communication port 93, Stop water. The float valve 98 is made of an elastic material and has a large water blocking effect.

【0055】図7、図8は排水装置90の変形例であ
る。図7の排水装置90Aが上記排水装置90と異なる
点は、仕切板97の代わりに、排水口95回りのテーパ
状内面に複数のリブ96Aを設けたことにある。フロー
ト弁98はリブ96Aの上に載り、水溜め部91への流
入水は、隣り合うリブ96Aの間から排水される。
7 and 8 show a modification of the drainage device 90. The drainage device 90A of FIG. 7 differs from the drainage device 90 in that instead of the partition plate 97, a plurality of ribs 96A are provided on the tapered inner surface around the drainage port 95. The float valve 98 is placed on the rib 96A, and the water flowing into the water reservoir 91 is drained from between the adjacent ribs 96A.

【0056】図8の排水装置90Bが上記排水装置90
と異なる点は、仕切板97の代わりに、排水口95回り
のテーパ状内面に複数の溝96Bを設けたことにある。
フロート弁98はテーパ状内面の上に載り、水溜め部9
1への流入水は、溝96Bから排水される。
The drainage device 90B of FIG. 8 is the above drainage device 90.
The difference is that, instead of the partition plate 97, a plurality of grooves 96B are provided on the tapered inner surface around the drain port 95.
The float valve 98 rests on the tapered inner surface and
The water flowing into 1 is discharged from the groove 96B.

【0057】以下本実施例の作用について説明する。大
気連通管43に異常な水の浸入があった場合にも、真空
弁2への水の浸入を防止するには、浸入水を大気連通管
43の途中で分離排除し、大気だけを真空弁2に送り込
むようにすれば良い。このことは、水溜め部91にて浸
入水を捕捉し、この水を水溜め部91底部の排水口95
から汚水ます1に逃がすとともに、大気は水溜め部91
上部の大気連通口93から真空弁2に通じるものとする
ことにより達成される。
The operation of this embodiment will be described below. In order to prevent the infiltration of water into the vacuum valve 2 even if abnormal water infiltrates into the atmosphere communication pipe 43, the infiltrated water is separated and eliminated in the middle of the atmosphere communication pipe 43, and only the atmosphere is vacuumed by the vacuum valve. It should be sent to 2. This means that the inflow water is captured in the water reservoir 91, and this water is drained from the drain port 95 at the bottom of the water reservoir 91.
From the sewage masu 1 to the atmosphere, and the atmosphere
This is achieved by communicating with the vacuum valve 2 through the upper atmosphere communication port 93.

【0058】通常の浸入水は水溜め部91上部の大気連
通口93に到達しない。但し、大量の浸入水を生じて、
この浸入水が水溜め部91上部の大気連通口93に到達
する場合には、水溜め部91内で浮上するフロート弁9
8がその大気連通口93を閉鎖し、この浸入水が真空弁
2に流れ込むことを防止する。尚、大気連通口93がフ
ロート弁98によって閉鎖されている間、真空弁2が異
常作動になって開き状態を継続してしまう場合には、真
空下水管5の真空力が汚水ます1の空間を介して水溜め
部91の排水口95に及び続け、水溜め部91内の浸入
水も同時に吸引排出し続けるため、これによって浸入水
を排出完了した後に大気連通口93は再び開かれて大気
連通管43が復活し、真空弁2の作動は正常に戻る。
Normal infiltrated water does not reach the atmosphere communication port 93 above the water reservoir 91. However, a large amount of infiltration water is generated,
When the infiltrated water reaches the atmosphere communication port 93 above the water reservoir 91, the float valve 9 that floats in the water reservoir 91.
8 closes the atmosphere communication port 93 to prevent this infiltrated water from flowing into the vacuum valve 2. If the vacuum valve 2 is abnormally operated and remains open while the atmosphere communication port 93 is closed by the float valve 98, the vacuum force of the vacuum sewer pipe 5 is a space for the dirty water 1. Since it continues to reach the drainage port 95 of the water reservoir 91 via suction, and the infiltrated water in the water reservoir 91 also continues to be sucked and discharged at the same time, the atmosphere communication port 93 is reopened after completion of draining the infiltrated water. The communication pipe 43 is restored, and the operation of the vacuum valve 2 returns to normal.

【0059】また、停電等で、真空ステーションからの
真空供給がストップし、真空下水管5の真空力低下によ
って汚水を吸引処理しなくなったときには、汚水ます1
内部で汚水が充満し、この充満汚水が水溜め部91の下
部排水口95から逆流して水溜め部91に浸入すること
も考えられる。真空弁2の作動はこの場合でも不都合が
ない。即ち、この場合には、前述と同様に、水溜め部9
1内のフロート弁98が充満汚水の水位の上昇とともに
浮上して大気連通口93を閉鎖し、この汚水が真空弁2
に流れ込むことを防止する。電源の復活等により、真空
供給が正常に戻ると、汚水ます1内の汚水は真空弁2を
通じて搬出され、汚水ます1の水位低下とともに水溜め
部91内の水位も下降し、正常に戻る。
Further, when the vacuum supply from the vacuum station is stopped due to a power failure or the like, and the sewage is no longer sucked in due to the decrease in the vacuum force of the vacuum sewer pipe 5, the sewage will be discharged.
It is also conceivable that the dirty water is filled inside, and the filled dirty water flows backward from the lower drain port 95 of the water reservoir 91 and enters the water reservoir 91. The operation of the vacuum valve 2 is not inconvenient even in this case. That is, in this case, similarly to the above, the water reservoir 9
The float valve 98 in 1 floats as the water level of the filled sewage rises and closes the atmosphere communication port 93.
To prevent it from flowing into. When the vacuum supply returns to normal due to the restoration of the power source or the like, the sewage in the sewage tank 1 is carried out through the vacuum valve 2, and the water level in the water reservoir 91 also falls along with the decrease in the water level in the sewage tank 1 and returns to normal.

【0060】(第2実施例)(図9〜図14)第2実施
例が第1実施例と異なる点は以下の如くである。即ち、
本実施例にあっては、図9に示す如く、大気連通管43
から真空弁2にまで延在する大気導入路の途中、具体的
には、大気連通管43とホース44、46との接続部に
排水装置100を設けている。排水装置100は、図1
0、図12に示す如く、水溜め部101を備え、水溜め
部101の中間部に大気連通管43に連通する大気連通
口102を設け、水溜め部101の上部に真空弁2側に
連通する大気連通口103を設け、この大気連通口10
3に連なる接続口104A、104Bに前述のホース4
4、46を接続可能としている。更に、排水装置100
は、水溜め部101の底部に排水口105を設け、この
排水口105に接続される排水管106を汚水吸込み管
1Aに連通している。排水管106は、汚水吸込み管1
Aと真空下水管5との連絡路28で、真空弁2よりも汚
水吸込み管1A側部位に接続されることにて、汚水吸込
み管1Aに連通せしめられるものであっても良い。これ
により、排水管106には、真空弁2の開き時にのみ、
真空下水管5の真空力が作用するものとなり、真空弁2
の閉じ時には、真空下水管5の真空力を徒らにリークし
ない。
(Second Embodiment) (FIGS. 9 to 14) The second embodiment differs from the first embodiment in the following points. That is,
In the present embodiment, as shown in FIG. 9, the atmosphere communication pipe 43
To the vacuum valve 2, a drainage device 100 is provided in the middle of the atmosphere introduction path, specifically, at the connecting portion between the atmosphere communication pipe 43 and the hoses 44 and 46. The drainage device 100 is shown in FIG.
0, as shown in FIG. 12, a water reservoir 101 is provided, an atmosphere communication port 102 communicating with the atmosphere communication pipe 43 is provided in an intermediate portion of the water reservoir 101, and the vacuum valve 2 side is communicated with an upper portion of the water reservoir 101. The atmosphere communication port 103 is provided, and the atmosphere communication port 10
The hose 4 described above is connected to the connection ports 104A and 104B connected to
4 and 46 can be connected. Furthermore, the drainage device 100
Has a drainage port 105 at the bottom of the water reservoir 101, and a drainage pipe 106 connected to this drainage port 105 communicates with the dirty water suction pipe 1A. The drain pipe 106 is the sewage suction pipe 1
The communication passage 28 between the A and the vacuum sewer pipe 5 may be connected to the sewage suction pipe 1A side of the vacuum valve 2 so as to communicate with the sewage suction pipe 1A. As a result, the drain pipe 106 is provided only when the vacuum valve 2 is opened.
The vacuum force of the vacuum sewer pipe 5 acts, and the vacuum valve 2
The vacuum force of the vacuum sewer pipe 5 is not leaked to the people when the is closed.

【0061】排水装置100は、図12に示す如く、水
溜め部101の上部で、大気連通口103の下部に反射
板107(水反射板)を設けている。反射板107は、
大気連通口102の直上から下向き傾斜形成され、大気
連通管43から水溜め部101への浸入水を確実に水溜
め部101に捕捉し、大気連通口103から真空弁2側
への浸入水の浸入を確実に阻止する。
As shown in FIG. 12, the drainage device 100 is provided with a reflection plate 107 (water reflection plate) above the water reservoir 101 and below the atmosphere communication port 103. The reflector 107 is
The water is formed in a downward slope from directly above the atmosphere communication port 102, and the infiltration water from the atmosphere communication pipe 43 to the water reservoir 101 is reliably captured by the water reservoir 101, and the infiltration water from the atmosphere communication port 103 to the vacuum valve 2 side is obtained. Surely prevent intrusion.

【0062】図13、図14は反射板107の設置形態
の変形例である。図13は、大気連通口102の直上に
下向き傾斜形成した上記反射板107に加え、その上側
に、大気連通口102の反対側面から下向き傾斜形成し
た反射板108を設けたものである。
13 and 14 show a modification of the installation form of the reflection plate 107. In FIG. 13, in addition to the above-described reflection plate 107 that is formed to be inclined downward just above the atmosphere communication port 102, a reflection plate 108 that is formed to be inclined downward from the opposite side of the atmosphere communication port 102 is provided on the upper side thereof.

【0063】図14は、大気連通口102の直上にL型
の反射板109を設け、かつ大気連通口103の直下に
大気連通口102の反対側面から水平に突き出る反射板
110を設けたものである。
In FIG. 14, an L-shaped reflection plate 109 is provided directly above the atmosphere communication port 102, and a reflection plate 110 that horizontally projects from the side opposite to the atmosphere communication port 102 is provided immediately below the atmosphere communication port 103. is there.

【0064】以下、本実施例の作用について説明する。
大気連通管43に異常な水の浸入があった場合にも、真
空弁2への水の浸入を防止するには、浸入水を大気連通
管43の途中で分離排除し、大気だけを真空弁2に送り
込むようにすれば良い。このことは、水溜め部101に
て浸入水を捕捉し、この水を水溜め部101底部の排水
口105から汚水ます1の汚水吸込み管1Aに逃がすと
ともに、大気は水溜め部101上部の大気連通口103
から真空弁2に通じるものとすることにより達成され
る。
The operation of this embodiment will be described below.
In order to prevent the infiltration of water into the vacuum valve 2 even if abnormal water infiltrates into the atmosphere communication pipe 43, the infiltrated water is separated and eliminated in the middle of the atmosphere communication pipe 43, and only the atmosphere is vacuumed by the vacuum valve. It should be sent to 2. This means that the infiltrated water is captured in the water reservoir 101, and this water is released from the drain outlet 105 at the bottom of the water reservoir 101 into the dirty water suction pipe 1A of the dirty water 1 and the atmosphere is the atmosphere above the water reservoir 101. Communication port 103
To the vacuum valve 2.

【0065】水溜め部101底部の排水口105に接続
されている汚水吸込み管1Aは、真空弁2の開き時以外
は大気圧であるが、真空弁2の開き時には真空下水管5
の真空力により吸引されて負圧となり、このため、水溜
め部101の浸入水は、この負圧により吸引されて汚水
吸込み管1Aから汚水とともに排出処理される。
The sewage suction pipe 1A connected to the drain outlet 105 at the bottom of the water reservoir 101 is at atmospheric pressure except when the vacuum valve 2 is opened, but when the vacuum valve 2 is opened, the vacuum sewer pipe 5 is opened.
Is sucked into a negative pressure by the vacuum force, and thus the inflow water of the water reservoir 101 is sucked by this negative pressure and discharged from the dirty water suction pipe 1A together with the dirty water.

【0066】このとき、一般的には、予め水溜め部10
1に溜った水を真空弁2の開き時に引くのではない。即
ち、大気連通管43内の結露等の浸入水は、通常、真空
弁2の開き時に、大気連通管43内の大気の流れととも
に移動するものであるから、浸入水の水滴は水溜め部1
01に溜るのとほぼ同時に汚水吸込み管1Aに吸引され
ていくものとなる。いずれにせよ、真空弁2への大気連
通管43からの浸入水の浸入をみることがなくなる。
At this time, generally, the water reservoir 10 is previously prepared.
The water accumulated in 1 is not drawn when the vacuum valve 2 is opened. That is, since the infiltrated water such as dew condensation in the atmosphere communicating pipe 43 usually moves together with the flow of the atmosphere in the atmosphere communicating pipe 43 when the vacuum valve 2 is opened, the water droplets of the infiltrating water are stored in the water reservoir 1.
The water is sucked into the dirty water suction pipe 1A almost at the same time as it is accumulated in the water 01. In any case, the infiltration of water into the vacuum valve 2 through the atmosphere communication pipe 43 is not seen.

【0067】尚、この場合には、大気連通管43の途中
に設けた水溜め部101に汚水吸込み管1Aを連通する
ものであるため、真空弁2の開き時に、大気連通管43
に常に真空下水管5の真空圧が作用するものとなる。従
って、この真空圧が大気連通管43による真空弁2への
大気圧導入に悪影響を与えないようにしなければならな
い。但し、一般的には、大気連通管43の内径は真空弁
2作動のために必要な大気導入量を確保するに十分に大
径であり、上述の如くの悪影響を生じない。そして、水
溜め部101に汚水吸込み管1Aを連通するための排水
管106の内径をできるだけ小径にし、或いはこの排水
管106に設けた絞り弁により大気連通管43に作用す
る真空圧を低減調整可能とすることにより、上述の悪影
響は無視できる程度に抑えることができる。即ち、図1
0は排水管106の管径Aを、真空弁2の側に連なるホ
ース44、46の関係Bに比べて十分小径にしたもので
ある。また、図11は排水管106に流路面積を絞るこ
とのできる絞り弁111を設けたものである。
In this case, since the sewage suction pipe 1A is connected to the water reservoir 101 provided in the middle of the atmosphere communication pipe 43, the atmosphere communication pipe 43 is opened when the vacuum valve 2 is opened.
The vacuum pressure of the vacuum sewer pipe 5 always acts on. Therefore, it is necessary to prevent this vacuum pressure from adversely affecting the introduction of the atmospheric pressure into the vacuum valve 2 by the atmosphere communication pipe 43. However, in general, the inside diameter of the atmosphere communicating pipe 43 is large enough to secure the amount of atmosphere introduced necessary for the operation of the vacuum valve 2, and the above-mentioned adverse effects do not occur. Then, the inner diameter of the drainage pipe 106 for communicating the wastewater suction pipe 1A with the water reservoir 101 can be made as small as possible, or the vacuum pressure acting on the atmosphere communication pipe 43 can be reduced and adjusted by the throttle valve provided in this drainage pipe 106. By doing so, the above adverse effects can be suppressed to a negligible level. That is, FIG.
The reference numeral 0 indicates that the diameter A of the drain pipe 106 is made sufficiently smaller than the relationship B between the hoses 44 and 46 connected to the vacuum valve 2 side. Further, in FIG. 11, the drain pipe 106 is provided with a throttle valve 111 capable of narrowing the flow passage area.

【0068】(第3実施例)(図15〜図17)第3実
施例は、第1実施例や第2実施例の大気連通管43での
水の浸入や結露の発生を未然に防止する構成例である。
(Third Embodiment) (FIGS. 15 to 17) The third embodiment prevents the entry of water and the occurrence of dew condensation in the atmosphere communicating pipe 43 of the first and second embodiments. It is a structural example.

【0069】図15は、大気連通管43の外面に断熱材
121を巻き付け、大気連通管43の内面での結露発生
を防止するものである。また、大気連通管43の地中埋
設部では、断熱材121の外面に防水材122を巻き付
け、大気連通管43の被覆層として断熱層と防水層の2
層を設けたものである。
In FIG. 15, the heat insulating material 121 is wound around the outer surface of the atmosphere communicating pipe 43 to prevent dew condensation on the inner surface of the atmosphere communicating pipe 43. Further, at the underground buried portion of the atmosphere communication pipe 43, the waterproof material 122 is wound around the outer surface of the heat insulation material 121, and a heat insulation layer and a waterproof layer are provided as a covering layer of the atmosphere communication pipe 43.
It is provided with layers.

【0070】図16は、大気連通管43の大気取入口4
3AをU字状にして、大気取入口43Aを鉛直下向きに
指向させたものである。
FIG. 16 shows the atmosphere intake port 4 of the atmosphere communication pipe 43.
3A is U-shaped, and the air intake 43A is directed vertically downward.

【0071】図17は、大気連通管43の大気取入口4
3Aに笠123を設けることにて、大気取入口43Aを
実質的に鉛直下向きに指向させたものである。
FIG. 17 shows the atmosphere intake port 4 of the atmosphere communication pipe 43.
By providing the shade 123 on 3A, the air intake 43A is directed substantially vertically downward.

【0072】以下、本実施例の作用について説明する。
大気連通管43を断熱被覆することにより、大気連通管
43の管内外温度差を小さくし、管内面での結露発生に
起因する水の異常浸入を防止できる。また、大気連通管
43の大気導入口43Aを鉛直下向きに指向せしめるこ
とにより、大気連通管43の内部への異常な水浸入を防
止し得る安全率を上げ、水の異常浸入を可及的に低減で
きる。
The operation of this embodiment will be described below.
By heat-insulating the atmosphere communication pipe 43, the temperature difference between the inside and outside of the atmosphere communication pipe 43 can be reduced, and abnormal infiltration of water due to dew condensation on the inner surface of the pipe can be prevented. Further, by orienting the atmosphere introducing port 43A of the atmosphere communicating pipe 43 vertically downward, the safety factor capable of preventing abnormal water intrusion into the atmosphere communicating pipe 43 is increased, and abnormal water infiltration is possible as much as possible. It can be reduced.

【0073】以上、本発明の実施例を図面により詳述し
たが、本発明の具体的な構成はこの実施例に限られるも
のではなく、本発明の要旨を逸脱しない範囲の設計の変
更等があっても本発明に含まれる。例えば、汚水ますに
複数の真空弁を設けるものであっても良い。このとき、
複数の真空弁に単一の大気連通管を共用する場合には、
当該大気連通管と各真空弁への分岐部に単一の排水装置
を設けるものであって良い。
The embodiment of the present invention has been described in detail above with reference to the drawings. However, the specific configuration of the present invention is not limited to this embodiment, and changes in design within the scope not departing from the gist of the present invention can be made. Even if it exists, it is included in the present invention. For example, a plurality of vacuum valves may be provided in the dirty water tank. At this time,
When sharing a single atmosphere communication pipe for multiple vacuum valves,
A single drainage device may be provided at the branch to the atmosphere communication pipe and each vacuum valve.

【0074】[0074]

【発明の効果】以上のように本発明によれば、真空弁に
連通している大気導入管に異常な水の浸入を生じても、
その水が真空弁に流れ込むことを防止し、真空弁の作動
の安定を図ることができる。また、本発明は、大気連通
管の形状が異なるものであっても適用できる。また、真
空弁への水の浸入がないから、真空弁及びその制御部等
の保守点検を軽減し、それらの部品の腐食も防止でき
る。また、本発明の排水装置の取付構造は、単純であ
り、施工容易である。
As described above, according to the present invention, even if abnormal water infiltration occurs in the atmosphere introducing pipe communicating with the vacuum valve,
The water can be prevented from flowing into the vacuum valve, and the operation of the vacuum valve can be stabilized. Further, the present invention can be applied even when the shape of the atmosphere communicating pipe is different. Further, since there is no infiltration of water into the vacuum valve, maintenance and inspection of the vacuum valve and its control unit can be reduced, and corrosion of those parts can be prevented. Further, the mounting structure of the drainage device of the present invention is simple and easy to construct.

【図面の簡単な説明】[Brief description of drawings]

【図1】図1は本発明の第1実施例が適用されてなる汚
水ますを示す模式図である。
FIG. 1 is a schematic diagram showing a wastewater tank to which a first embodiment of the present invention is applied.

【図2】図2は真空弁を示す模式図である。FIG. 2 is a schematic diagram showing a vacuum valve.

【図3】図3は真空弁の制御部を示す断面図である。FIG. 3 is a cross-sectional view showing a control unit of a vacuum valve.

【図4】図4は真空弁の制御部を示す他の断面図であ
る。
FIG. 4 is another cross-sectional view showing a control unit of the vacuum valve.

【図5】図5は第1実施例の要部を示す模式図である。FIG. 5 is a schematic diagram showing a main part of the first embodiment.

【図6】図6は第1実施例の水溜め部を示す模式図であ
る。
FIG. 6 is a schematic view showing a water reservoir of the first embodiment.

【図7】図7は水溜め部の変形例を示す模式図である。FIG. 7 is a schematic view showing a modified example of the water reservoir.

【図8】図8は水溜め部の他の変形例を示す模式図であ
る。
FIG. 8 is a schematic diagram showing another modification of the water reservoir.

【図9】図9は本発明の第2実施例が適用されてなる汚
水ますを示す模式図である。
FIG. 9 is a schematic diagram showing a wastewater tank to which the second embodiment of the present invention is applied.

【図10】図10は第2実施例の要部を示す模式図であ
る。
FIG. 10 is a schematic diagram showing a main part of a second embodiment.

【図11】図11は水溜め部に連なる排水管に設けた絞
り弁を示す模式図である。
FIG. 11 is a schematic diagram showing a throttle valve provided in a drain pipe connected to a water reservoir.

【図12】図12は第2実施例の水溜め部を示す模式図
である。
FIG. 12 is a schematic diagram showing a water reservoir of the second embodiment.

【図13】図13は水溜め部の変形例を示す模式図であ
る。
FIG. 13 is a schematic diagram showing a modified example of the water reservoir.

【図14】図14は水溜め部の他の変形例を示す模式図
である。
FIG. 14 is a schematic diagram showing another modification of the water reservoir.

【図15】図15は断熱被覆された大気連通管を示す模
式図である。
FIG. 15 is a schematic diagram showing an atmosphere communication pipe with a heat insulating coating.

【図16】図16は大気連通管の大気取入口をU字状に
した例を示す模式図である。
FIG. 16 is a schematic view showing an example in which the atmosphere inlet of the atmosphere communicating pipe is U-shaped.

【図17】図17は大気連通管の大気取入口に笠を設け
た例を示す模式図である。
FIG. 17 is a schematic diagram showing an example in which a cap is provided at the air intake of the air communication pipe.

【図18】図18は真空下水道を示す模式図である。FIG. 18 is a schematic diagram showing a vacuum sewer.

【図19】図19は大気連通管の水浸入状態を示す模式
図である。
FIG. 19 is a schematic diagram showing a water infiltration state of an atmosphere communication pipe.

【図20】図20は大気連通管の他の水浸入状態を示す
模式図である。
FIG. 20 is a schematic view showing another water infiltration state of the atmosphere communication pipe.

【符号の説明】[Explanation of symbols]

1 汚水ます 1A 汚水吸込み管 2 真空弁 5 真空下水管 28 連絡路(連絡部) 43 大気連通管 43A 大気取入口 90、100 排水装置 91、101 水溜め部 93、103 大気連通口 95、105 排水口 98 フロート弁 107、108、109、110 反射板(水反射板) 121 断熱材 1 Sewage Masu 1A Sewage suction pipe 2 Vacuum valve 5 Vacuum sewage pipe 28 Communication path (connection part) 43 Atmosphere communication pipe 43A Atmosphere intake 90, 100 Drainage device 91, 101 Water storage part 93, 103 Atmosphere communication port 95, 105 Drainage Mouth 98 Float valve 107, 108, 109, 110 Reflector (water reflector) 121 Heat insulating material

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 真空式下水道の真空弁付き汚水ますに設
置され、大気連通管が導入する大気を付与されて作動
し、該汚水ますに連通する汚水吸込み管と真空源に連通
する真空下水管との間の連絡部を開閉可能とする真空弁
の大気連通管内排水装置において、 大気連通管から真空弁にまで延在する大気導入路の途中
に水溜め部を設け、この水溜め部の底部に設けた排水口
を汚水ますに開口し、この水溜め部の上部には真空弁側
に連通する大気連通口を設け、 上記水溜め部の上部の大気連通口に、水溜め部の水位の
上昇によって浮上して該大気連通口を閉鎖するフロート
弁を設けてなることを特徴とする真空弁の大気連通管内
排水装置。
1. A sewage pipe installed in a sewage basin with a vacuum valve for vacuum sewerage, operated by being supplied with an atmosphere introduced by an air communication pipe, and communicating with the sewage sewage pipe and a vacuum sewage pipe communicating with a vacuum source. In the atmospheric communication pipe drainage device of the vacuum valve that can open and close the communication part between and, a water reservoir is provided in the middle of the atmosphere introduction path extending from the atmosphere communication pipe to the vacuum valve, and the bottom of this water reservoir is The drain outlet provided in the above is opened to the sewage tank, and the atmosphere communication port that communicates with the vacuum valve side is provided at the upper part of this water reservoir, and the air communication port at the upper part of the above water reservoir is connected to the water level of the water reservoir. An atmospheric communication pipe drainage device for a vacuum valve, comprising a float valve that floats when lifted to close the atmospheric communication port.
【請求項2】 真空式下水道の真空弁付き汚水ますに設
置され、大気連通管が導入する大気を付与されて作動
し、該汚水ますに連通する汚水吸込み管と真空源に連通
する真空下水管との間の連絡部を開閉可能とする真空弁
の大気連通管内排水装置において、 大気連通管から真空弁にまで延在する大気導入路の途中
に水溜め部を設け、この水溜め部の底部に設けた排水口
を汚水吸込み管に連通し、この水溜め部の上部には真空
弁側に連通する大気連通口を設けてなることを特徴とす
る真空弁の大気連通管内排水装置。
2. A sewage pipe installed in a sewage tank with a vacuum valve for vacuum sewerage, operated by being supplied with the atmosphere introduced by an air communication pipe, and connected to the sewage suction pipe communicating with the sewage tank and a vacuum sewage pipe communicating with a vacuum source. In the atmospheric communication pipe drainage device of the vacuum valve that can open and close the communication part between and, a water reservoir is provided in the middle of the atmosphere introduction path extending from the atmosphere communication pipe to the vacuum valve, and the bottom of this water reservoir is The drainage device in the atmosphere communication pipe of the vacuum valve, characterized in that the drainage port provided in the is communicated with the sewage suction pipe, and an atmosphere communication port communicating with the vacuum valve side is provided in the upper part of the water reservoir.
【請求項3】 前記水溜め部の上部で、大気連通口の下
部に水反射板を設けてなる請求項2に記載の真空弁の大
気連通管内排水装置。
3. The atmospheric communication pipe drainage device for a vacuum valve according to claim 2, wherein a water reflection plate is provided above the water reservoir and below the atmosphere communication port.
【請求項4】 前記大気連通管が断熱被覆されるととも
に、大気取入口が鉛直下向きに指向されてなる請求項1
〜3のいずれかに記載の真空弁の大気連通管内排水装
置。
4. The atmosphere communication pipe is heat-insulated and the atmosphere intake port is oriented vertically downward.
The atmospheric communication pipe drainage device of the vacuum valve according to any one of items 1 to 3.
JP7571994A 1994-04-14 1994-04-14 Drainage device in air-communication pipe of vacuum valve Pending JPH07279222A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7571994A JPH07279222A (en) 1994-04-14 1994-04-14 Drainage device in air-communication pipe of vacuum valve

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7571994A JPH07279222A (en) 1994-04-14 1994-04-14 Drainage device in air-communication pipe of vacuum valve

Publications (1)

Publication Number Publication Date
JPH07279222A true JPH07279222A (en) 1995-10-24

Family

ID=13584357

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7571994A Pending JPH07279222A (en) 1994-04-14 1994-04-14 Drainage device in air-communication pipe of vacuum valve

Country Status (1)

Country Link
JP (1) JPH07279222A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014129115A1 (en) * 2013-02-25 2014-08-28 株式会社デンソー Water discharge device and air conditioning device with same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014129115A1 (en) * 2013-02-25 2014-08-28 株式会社デンソー Water discharge device and air conditioning device with same
JP2014184952A (en) * 2013-02-25 2014-10-02 Denso Corp Drainage device and air conditioner including the same
US9776474B2 (en) 2013-02-25 2017-10-03 Denso Corporation Water discharge device and air conditioning device with same

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