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JPH0830353B2 - Vacuum type wastewater collection device - Google Patents
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JPH0830353B2 - Vacuum type wastewater collection device - Google Patents

Vacuum type wastewater collection device

Info

Publication number
JPH0830353B2
JPH0830353B2 JP11132989A JP11132989A JPH0830353B2 JP H0830353 B2 JPH0830353 B2 JP H0830353B2 JP 11132989 A JP11132989 A JP 11132989A JP 11132989 A JP11132989 A JP 11132989A JP H0830353 B2 JPH0830353 B2 JP H0830353B2
Authority
JP
Japan
Prior art keywords
pipe
vacuum
sewage
vacuum valve
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.)
Expired - Lifetime
Application number
JP11132989A
Other languages
Japanese (ja)
Other versions
JPH02292426A (en
Inventor
昭寛 艮
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.)
Ebara Corp
Original Assignee
Ebara Corp
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 Ebara Corp filed Critical Ebara Corp
Priority to JP11132989A priority Critical patent/JPH0830353B2/en
Publication of JPH02292426A publication Critical patent/JPH02292426A/en
Publication of JPH0830353B2 publication Critical patent/JPH0830353B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は真空式汚水収集装置における吸入空気量に対
する吸入汚水量の比(気液比)の調整装置に関する。
TECHNICAL FIELD The present invention relates to a device for adjusting a ratio (gas-liquid ratio) of an amount of intake sewage to an amount of intake air in a vacuum type sewage collector.

「従来の技術」 第3図は真空式汚水収集装置の全体を示す模式図であ
る。真空ポンプ場10の真空ポンプ17は集水タンク5に集
まっている真空下水管4中の空気を吸引して真空下水管
4内は減圧状態に置かれている。地上の各家庭11から排
出された汚水は地中の自然流下管3をとおって地下の汚
水ます2に流れ込む。一定量溜まると真空弁1が開き汚
水は真空弁吸込管12から吸込まれ、真空弁1を介して地
中に埋設した真空汚水管13を通じて地中に張り巡らした
真空下水管4に吸込まれ、続いて汚水ます2に通じてい
る大気から導かれた空気が真空弁吸込管12から吸込ま
れ、真空弁1を介して真空汚水管13を通じて真空下水管
4に吸込まれる。真空汚水管13、真空下水管4中に入っ
た空気は膨張し下水と空気の混相流となって真空ポンプ
場10の集水タンク5に集められる。集水タンク5の空気
は真空ポンプ17により排出され、集水タンク5は一定真
空度に保たれる。集水タンク5に溜った汚水は圧送ポン
プ6によって下水処理場などへ送られる。
"Prior Art" FIG. 3 is a schematic diagram showing the entire vacuum type waste water collecting device. The vacuum pump 17 of the vacuum pumping station 10 sucks the air in the vacuum sewer pipe 4 collected in the water collecting tank 5 to keep the inside of the vacuum sewer pipe 4 in a depressurized state. The sewage discharged from each household 11 on the ground flows into the underground sewage masu 2 through the natural flow pipe 3 in the ground. When a certain amount of water is accumulated, the vacuum valve 1 opens and sewage is sucked from the vacuum valve suction pipe 12 and is sucked into the vacuum sewage pipe 4 laid underground through the vacuum valve 1 through the vacuum sewage pipe 13 buried in the ground. Subsequently, the air led from the atmosphere leading to the sewage tank 2 is sucked from the vacuum valve suction pipe 12, and is sucked into the vacuum sewer pipe 4 through the vacuum valve 1 and the vacuum sewage pipe 13. The air that has entered the vacuum sewage pipe 13 and the vacuum sewage pipe 4 expands and becomes a mixed-phase flow of sewage and air, and is collected in the water collection tank 5 of the vacuum pumping station 10. The air in the water collection tank 5 is discharged by the vacuum pump 17, and the water collection tank 5 is maintained at a constant vacuum degree. The sewage collected in the water collection tank 5 is sent to the sewage treatment plant by the pressure pump 6.

尚上記において真空汚水管13は真空圧を導き、汚水を
真空下水管4を通じて流すので実質的に真空下水管4の
枝管であり、真空下水管である。
In the above description, the vacuum sewage pipe 13 guides a vacuum pressure and causes sewage to flow through the vacuum sewage pipe 4, so that it is substantially a branch pipe of the vacuum sewage pipe 4 and is a vacuum sewage pipe.

第4図は下水発生源側の装置類を示す縦断面図であ
る。各家庭の汚水は自然流下管3を通じて密閉された汚
水ます2に流れ込む。自然流下管3にはベント管14が連
通し、ベント管14は地上に立てられ大気中に開口してい
る。汚水ます2上には弁ます7が埋設されている。弁ま
す7中には真空弁1、真空弁コントローラ8がある。真
空弁1は常時は真空弁吸込管12と真空汚水管13間を遮断
している。従って、真空汚水管13は真空下水管4より分
岐しているが真空下水管4の真空圧は真空弁吸込管12、
汚水ます2に及んでいない。汚水量検出管15の上端に一
端が連結された気体圧導入管16の他端は真空弁コントロ
ーラ8に連結されている。上端部を大気中に開口して地
上に立設され、地中を進んで地下に設けた弁ます7中に
出た真空弁コントローラ用通気管9は弁ます中で分岐し
て真空弁1と真空弁コントローラ8に連結されている。
FIG. 4 is a vertical cross-sectional view showing devices on the sewage generation source side. The sewage of each household flows into the closed sewage tank 2 through the natural flow pipe 3. A vent pipe 14 communicates with the natural flow-down pipe 3, and the vent pipe 14 stands on the ground and opens to the atmosphere. A valve 7 is buried on the dirty water basin 2. A vacuum valve 1 and a vacuum valve controller 8 are included in the valve stem 7. The vacuum valve 1 normally shuts off between the vacuum valve suction pipe 12 and the vacuum dirty water pipe 13. Therefore, the vacuum wastewater pipe 13 is branched from the vacuum sewer pipe 4, but the vacuum pressure of the vacuum sewer pipe 4 is the vacuum valve suction pipe 12,
The dirty water is less than 2. The other end of the gas pressure introducing pipe 16 whose one end is connected to the upper end of the dirty water amount detecting pipe 15 is connected to the vacuum valve controller 8. The vent pipe 9 for the vacuum valve controller, which is installed on the ground with its upper end opened to the atmosphere and goes underground and is installed underground, branches into the vacuum valve 1 by branching in the valve valve. It is connected to the vacuum valve controller 8.

汚水ます2に汚水が流れ込むと汚水量検出管15の下部
開口は汚水により閉塞される。そして汚水ます2中で汚
水が上昇するにつれて汚水は汚水量検出管15内において
上昇し、汚水量検出管15内の空気を圧する。汚水量検出
管15の空気圧は気体圧導入管16を通じて真空弁コントロ
ーラ8に伝えられ、一定圧以上になると真空弁コントロ
ーラ8を作動させて、真空弁コントローラ8は真空弁1
を開弁する。するとベント管14で導入された汚水ます2
中の大気圧と真空下水管4内の真空圧の差圧で汚水は真
空弁吸込管12に吸込まれ、開弁している真空弁1を通過
して、真空汚水管13をとおり、真空下水管4に流れる。
真空弁吸込管12の下端を、汚水ます2中の汚水表面が離
れると、ベント管14から送り込まれている空気は真空弁
吸込管12、開弁している真空弁1、真空汚水管13をとお
り、真空下水管4を通じて先に送り出した汚水との気液
混相流となって真空ポンプ場10へ送られる。
When dirty water flows into the dirty water tank 2, the lower opening of the dirty water amount detecting pipe 15 is closed by the dirty water. Then, as the sewage rises in the sewage tank 2, the sewage rises in the sewage amount detecting pipe 15 and presses the air in the sewage amount detecting pipe 15. The air pressure of the dirty water amount detecting pipe 15 is transmitted to the vacuum valve controller 8 through the gas pressure introducing pipe 16, and when the pressure exceeds a certain level, the vacuum valve controller 8 is operated, and the vacuum valve controller 8 causes the vacuum valve 1 to operate.
Open. Then, the sewage water introduced in the vent pipe 14 2
Sewage is sucked into the vacuum valve suction pipe 12 by the pressure difference between the atmospheric pressure inside and the vacuum pressure in the vacuum sewer pipe 4, passes through the open vacuum valve 1, passes through the vacuum waste water pipe 13, and is vacuumed. It flows into the water pipe 4.
When the surface of the sewage in the sewage tank 2 separates from the lower end of the vacuum valve suction pipe 12, the air sent from the vent pipe 14 causes the vacuum valve suction pipe 12, the opened vacuum valve 1 and the vacuum sewage pipe 13 to flow. As described above, the gas-liquid mixed-phase flow with the wastewater previously sent out through the vacuum sewer pipe 4 is sent to the vacuum pumping station 10.

汚水ます2の汚水水位が下り、汚水量検出管15内の空
気圧は低下しても真空弁コントローラ8は真空弁1を直
ちに開弁せず、汚水と空気の気液化が予め定められた値
になるように、真空弁1は遅れて一定時間空気を通過さ
せてから閉弁するようになっている。
Even if the sewage level of the sewage basin 2 drops and the air pressure in the sewage amount detection pipe 15 drops, the vacuum valve controller 8 does not immediately open the vacuum valve 1 and the liquefaction of sewage and air reaches a predetermined value. As described above, the vacuum valve 1 is configured to be closed after allowing air to pass through for a certain time with a delay.

上記にのべた真空弁1は周知のもので例えば米国特許
明細書第4,373,838号に開示されている。
The vacuum valve 1 described above is well known and is disclosed in, for example, U.S. Pat. No. 4,373,838.

上記説明における真空弁1及び真空弁コントローラ8
は第5図の如くである。真空汚水管13と真空圧入口33間
は配管されており、真空汚水管13の真空圧は弁42により
弁口43の閉じられている分配室36、配管34、流量調整弁
44を通じて可変真空室32に通じ、又配管34,35を通じて
恒真空室37に通じ、可変真空室33と恒真空室37は等圧と
なっており、圧縮コイルばね41により、ダイヤフラム38
を備えた弁棒39は左行端にある。
Vacuum valve 1 and vacuum valve controller 8 in the above description
Is as shown in FIG. A pipe is connected between the vacuum waste water pipe 13 and the vacuum pressure inlet 33, and the vacuum pressure of the vacuum waste water pipe 13 is closed by a valve 42 at a distribution chamber 36, a pipe 34, and a flow rate adjusting valve.
The variable vacuum chamber 32 is connected to the variable vacuum chamber 32 through 44, and the constant vacuum chamber 37 is connected through the pipes 34 and 35. The variable vacuum chamber 33 and the constant vacuum chamber 37 are at equal pressure, and the compression coil spring 41 causes the diaphragm 38 to move.
The valve stem 39 with is at the leftmost end.

空気はコントローラ用通気管9から真空弁コントロー
ラ8の大気導入孔26に導かれて通路27から真空弁1のシ
リンダ室1aに導かれてピストン1bを圧し、且つ、ピスト
ン1bはシリンダ室1aに縮設された圧縮ばね1dの力も加わ
ってピストン1bに結合してあるきのこ弁28を弁座1eに圧
して、大気圧の導入されている真空弁吸込管12と真空汚
水管13間を遮断している。
Air is guided from the controller ventilation pipe 9 to the atmosphere introduction hole 26 of the vacuum valve controller 8 and from the passage 27 to the cylinder chamber 1a of the vacuum valve 1 to press the piston 1b, and the piston 1b is compressed to the cylinder chamber 1a. The mushroom valve 28 connected to the piston 1b is pressed against the valve seat 1e by applying the force of the provided compression spring 1d to shut off between the vacuum valve suction pipe 12 and the vacuum wastewater pipe 13 where atmospheric pressure is introduced. There is.

汚水ます2に汚水が少ない場合は上述した図の状態に
ある。汚水ます2に汚水が溜まると気体圧導入管16から
導かれた空気で汚水ます2の汚水の深さに対応して圧力
検出室20の圧力が上昇しダイヤフラム18に設けた突起19
は本体21にヒンジ22結合され、圧縮ばね30によりヒンジ
22を中心に反時計回りに付勢されているレバー23の一端
を押して圧縮ばね30を縮め、ヒンジ22を中心に時計回り
に回転し、弁24が弁口25を開放する。
When there is little dirty water in the dirty water tank 2, it is in the state of the above-mentioned figure. When sewage collects in the sewage masu 2, the pressure in the pressure detection chamber 20 rises corresponding to the depth of the sewage in the sewage masu 2 by the air guided from the gas pressure introducing pipe 16, and the protrusion 19 provided on the diaphragm 18
Is hinged to the body 21 and hinged by a compression spring 30
The compression spring 30 is contracted by pushing one end of the lever 23 which is biased counterclockwise around the center 22, and rotates clockwise around the hinge 22, and the valve 24 opens the valve opening 25.

弁口25が開放されると通気管9、大気導入孔26、通路
29、大気圧室31、弁口25と空気が流れて可変真空室32に
流入する。すると真空汚水管13から真空圧入口33、分配
室36、配管34,35を通じて真空圧が導かれている恒真空
室37と可変真空室32との間に差圧が生じて、この差圧に
より、ダイヤフラム38は右方へ変位し、ダイヤフラム38
に結合されている弁棒39を圧縮コイルばね41に抗して右
行させ、弁42は大気導入孔26と通路27間を遮断し、弁行
43を開放するので真空汚水管13、真空圧入口33、分配室
36、弁口43、通路27、シリンダ室1aと真空圧は伝わり、
圧縮ばね1dの力に抗してピストン1bは引き上げられ、き
のこ弁28は開放される。
When the valve port 25 is opened, the ventilation pipe 9, the air introduction hole 26, the passage
29, the atmospheric pressure chamber 31, the valve port 25 and the air flow into the variable vacuum chamber 32. Then, a differential pressure is generated between the variable vacuum chamber 32 and the constant vacuum chamber 37 through which the vacuum pressure is introduced from the vacuum dirty water pipe 13 through the vacuum pressure inlet 33, the distribution chamber 36, and the pipes 34, 35. , The diaphragm 38 is displaced to the right, and the diaphragm 38
The valve rod 39 connected to the valve rod is moved rightward against the compression coil spring 41, and the valve 42 shuts off the atmosphere introducing hole 26 and the passage 27,
Since 43 is opened, vacuum wastewater pipe 13, vacuum pressure inlet 33, distribution chamber
Vacuum pressure is transmitted to 36, valve port 43, passage 27, cylinder chamber 1a,
The piston 1b is pulled up against the force of the compression spring 1d, and the mushroom valve 28 is opened.

気体圧導入管16より導かれた検出圧が下ると圧力検出
室20の圧力は低下し、大気圧室31と圧力検出室20の圧力
差によりダイヤフラム18は左行し、レバー23はばね30の
力で復元した弁24は弁口25を閉じる。これによって可変
真空室32の空気は流量調整弁44を介して、配管34、分配
室36、真空圧入口33を通じて真空汚水管13に吸込まれ、
ダイヤフラム38は復元し、弁棒39はばね41の力も加わっ
て復元し、弁42は弁口43を閉じ、大気は大気導入孔26、
通路27を通ってシリンダ室1aに流入し、ピストン1bを引
き上げる真空圧が消滅し圧縮ばね1dの力できのこ弁28は
閉じる。
When the detection pressure introduced from the gas pressure introducing pipe 16 decreases, the pressure in the pressure detection chamber 20 decreases, the diaphragm 18 moves left due to the pressure difference between the atmospheric pressure chamber 31 and the pressure detection chamber 20, and the lever 23 moves to the spring 30. The valve 24 restored by force closes the valve opening 25. As a result, the air in the variable vacuum chamber 32 is sucked into the vacuum dirty water pipe 13 through the pipe 34, the distribution chamber 36, and the vacuum pressure inlet 33 via the flow rate adjusting valve 44.
The diaphragm 38 is restored, the valve rod 39 is also restored by the force of the spring 41, the valve 42 closes the valve opening 43, and the atmosphere is the atmosphere introduction hole 26,
The vacuum pressure, which flows into the cylinder chamber 1a through the passage 27 and pulls up the piston 1b, disappears, and the force of the compression spring 1d causes the saw valve 28 to close.

そこで流量調整弁44の開度調整をすると可変真空室32
の空気の流出時間が調節され、汚水ます2中の汚水が汚
水量検出管15を離水してから、きのこ弁28が閉弁する時
間が調整され、真空弁1を通過する汚水と空気の気液比
を加減できる。
Therefore, if the opening degree of the flow rate adjusting valve 44 is adjusted, the variable vacuum chamber 32
The outflow time of the air is adjusted, and the time when the mushroom valve 28 is closed after the wastewater in the wastewater tank 2 leaves the wastewater amount detection pipe 15 is adjusted, and the wastewater and air passing through the vacuum valve 1 are adjusted. The liquid ratio can be adjusted.

「発明が解決しようとする課題」 上記米国特許明細書第4,373,838号に開示された発明
による真空弁コントローラ8の使用においては、気液比
の調整は、毎回真空弁1が吸入する汚水量は一律に約40
リットル/回に固定し、コントローラ8内の流量調整弁
44で一旦開いた真空弁1の閉じるまでの時間をコントロ
ールして行なっていた。すなわち真空弁1は開くとまず
汚水を吸い、吸い終わっても少しの間開きつづけその間
に大気を吸うので、真空弁1の開いている時間を長くす
れば汚水を吸い終わった後の空気を吸う時間が長くなり
気液比が大きくなる。逆に真空弁1が開いている時間を
短くすれば空気を吸う残り時間が短くなり気液比は小さ
くなる。処が真空弁コントローラ8内の流量調整弁44に
よる従来の方法では小量の制御用空気の移動量を調整す
るため調整が微妙で、安定して気液比を2ないし3以下
にすることができなかった。
[Problems to be Solved by the Invention] In the use of the vacuum valve controller 8 according to the invention disclosed in the above-mentioned U.S. Pat. No. 4,373,838, the adjustment of the gas-liquid ratio requires that the amount of sewage sucked by the vacuum valve 1 be uniform every time. About 40
Flow rate adjusting valve in controller 8 fixed at liter / time
It was done by controlling the time until the vacuum valve 1 once opened at 44 was closed. That is, when the vacuum valve 1 is opened, it first sucks the dirty water, and even after the sucking is finished, the vacuum valve 1 is opened for a while and the atmosphere is sucked in the meantime. The time becomes longer and the gas-liquid ratio becomes larger. On the contrary, if the time during which the vacuum valve 1 is open is shortened, the remaining time for sucking air is shortened and the gas-liquid ratio is reduced. In the conventional method using the flow rate adjusting valve 44 in the vacuum valve controller 8, adjustment is delicate because the moving amount of a small amount of control air is adjusted, and the gas-liquid ratio can be stably kept to 2 or 3 or less. could not.

本発明は上記の点を改善し気液比の調整範囲の大きな
真空弁装置を備えた真空汚水収集装置を提供することを
目的とする。
It is an object of the present invention to provide a vacuum sewage collection device equipped with a vacuum valve device that improves the above points and has a large gas-liquid ratio adjustment range.

「課題を解決するための手段」 この目的を達成するために、従来真空弁は一律に汚水
ますに約40リットル溜まると作動して汚水を吸入してい
たが、本発明では次のような方法で真空弁が作動する汚
水量を可変にして、気液比の調整を行う。真空弁は一旦
開いたらほぼ一定時間開き続けるが、吸入する汚水量を
可調整にすることにより弁が開いている一定時間の中で
汚水を吸う時間と空気を吸う残りの時間の比を変えるこ
とで気液比の調整をおこなう。すなわち従来汚水量を固
定して真空弁が開いている時間を変化させて気液比の調
整を行っていたが本発明では逆に、真空弁が開いている
時間を固定して汚水量を変化させて気液比の調整をおこ
なう。
[Means for Solving the Problem] In order to achieve this object, the conventional vacuum valve was operated to uniformly suck about 40 liters of sewage and sucked sewage. Adjust the gas-liquid ratio by changing the amount of waste water that the vacuum valve operates with. Once the vacuum valve is opened, it continues to open for almost a fixed time, but by adjusting the amount of sewage to be sucked in, the ratio of the time for sucking sewage to the remaining time for sucking air within the fixed time when the valve is open can be changed. Adjust the gas-liquid ratio with. That is, conventionally, the amount of sewage was fixed and the time when the vacuum valve was opened was changed to adjust the gas-liquid ratio.However, in the present invention, conversely, the time when the vacuum valve is opened is fixed and the amount of sewage is changed. Then, the gas-liquid ratio is adjusted.

(1) 下水量検出管の容積を可変にする。(1) Make the volume of the sewage amount detection tube variable.

例えば下水量検出管の長さを可変にしておけば、下水
量検出管を長くした場合管内の体積が増えるため下水量
検出管内の圧力が真空弁を作動させる圧力に達するには
下水量検出管の管端は汚水に深く没水しなければならな
い。これによって真空弁が動作するときの汚水量は多く
なる。逆に下水量検出管を短くすれば真空弁が作動する
ときの汚水量は少なくなる。
For example, if the length of the sewage amount detection pipe is made variable, the volume inside the sewage amount detection pipe will increase when the sewage amount detection pipe is lengthened, so that the pressure in the sewage amount detection pipe reaches the pressure for operating the vacuum valve. The end of the pipe must be deeply submerged in the dirty water. This increases the amount of dirty water when the vacuum valve operates. On the contrary, if the sewage amount detection pipe is shortened, the amount of sewage when the vacuum valve operates will decrease.

(2) または、同一体積の下水量検出管の場合汚水ま
す内の真空弁吸込管の管端のレベルと下水量検出管の管
端のレベルの差を可変にする。
(2) Alternatively, in the case of the same volume of sewage amount detection pipe, the level difference between the end of the vacuum valve suction pipe and the end of the sewage amount detection pipe in the wastewater tank is made variable.

下水量検出管の管端を真空弁吸込管の管端よりずっと
高くすれば真空弁が動作するときの汚水量が増え、逆に
下水量検出管の管端を真空弁吸込管の管端のレベルまで
下げれば真空弁が作動する時の汚水量は少なくなる。
If the pipe end of the sewage amount detection pipe is made much higher than the pipe end of the vacuum valve suction pipe, the amount of dirty water when the vacuum valve operates increases, and conversely the pipe end of the sewage amount detection pipe is If it is lowered to a level, the amount of dirty water when the vacuum valve operates will be reduced.

本発明は汚水ます下部中に一端が開口した真空弁吸込
管と、真空弁吸込管と真空下水管の間に介装された真空
弁と、真空弁の開閉を制御する真空弁コントローラと、
真空弁コントローラへ送るべき汚水量信号を検出する汚
水量検出管と、汚水量検出管と真空弁コントローラを連
結する気体圧導入管と、下水収集地域に配設され、真空
ポンプ場の真空ポンプにより吸引される真空下水管を備
えた真空式汚水収集装置において、その容積又は及び真
空弁吸込管の汚水ますへの開口部とその下端との差が可
変となっている汚水量検出管を備えたことを特徴とする
真空式汚水収集装置である。
The present invention is a vacuum valve suction pipe with one end opened in the lower part of the dirty water, a vacuum valve interposed between the vacuum valve suction pipe and the vacuum sewer pipe, a vacuum valve controller for controlling the opening and closing of the vacuum valve,
The sewage amount detection pipe that detects the sewage amount signal to be sent to the vacuum valve controller, the gas pressure introduction pipe that connects the sewage amount detection pipe and the vacuum valve controller, and the sewage collection area. A vacuum type sewage collection device equipped with a vacuum sewage pipe to be sucked, equipped with a sewage amount detection pipe in which the volume or the difference between the opening of the vacuum valve suction pipe to the sewage masu and its lower end is variable. It is a vacuum type sewage collection device characterized in that.

「実 施 例」 以下、本発明の実施例を図面により説明する。第1図
は真空弁装置の縦断面図である。図において従来例と相
当部分には符号のみを附し説明を省略する。
[Examples] Examples of the present invention will be described below with reference to the drawings. FIG. 1 is a vertical sectional view of a vacuum valve device. In the figure, only the reference numerals are given to the corresponding portions to those of the conventional example, and the description thereof will be omitted.

全体を符号15で示す汚水量検出管は、汚水ますふた51
に円筒形のスリーブ52が不動に取り付けられ、スリーブ
52の両端の内周には周方向の溝が設けられ、上部ゴムリ
ング53、下部ゴムリング54が収容され、スリーブ52の上
部には上部ゴムリング53を介して上端の閉じられた上部
可動管55が挿入されており、該可動管55は上部ゴムリン
グ53との摩擦力に抗して上下に位置調節可能で且つ、該
摩擦力により保持されるようになっており、スリーブ52
の下部には下部ゴムリング54を介して可動管55より細い
固定管56が挿入され、下部ゴムリング54と固定管56間の
摩擦力により固定管56が保持されている。
The sewage amount detection pipe, which is indicated by reference numeral 15 in its entirety, has a sewage drainage lid 51
The cylindrical sleeve 52 is fixedly attached to the
A circumferential groove is provided on the inner periphery of both ends of 52, an upper rubber ring 53 and a lower rubber ring 54 are accommodated therein, and an upper movable pipe whose upper end is closed at the upper part of the sleeve 52 via the upper rubber ring 53. 55 is inserted, the movable tube 55 is vertically adjustable against the frictional force with the upper rubber ring 53, and is held by the frictional force.
A fixed tube 56, which is thinner than the movable tube 55, is inserted in the lower part of the lower tube via a lower rubber ring 54, and the fixed tube 56 is held by the frictional force between the lower rubber ring 54 and the fixed tube 56.

気体圧導入管16は可撓管であって上部可動管55の上下
動を可能としてある。
The gas pressure introducing pipe 16 is a flexible pipe and allows the upper movable pipe 55 to move up and down.

上部可動管55を上下に位置を調節すると、上部可動管
55の上端と固定管56の下端管の距離Lは変化する。
If you adjust the position of the upper movable tube 55 up and down,
The distance L between the upper end of 55 and the lower end tube of the fixed tube 56 changes.

今、気液比を大きくする場合は上部可動管55を下げる
と上部可動管55の上端と固定管56の下端の間の距離Lは
小さくなる。従って汚水量検出管15内の容積は減少す
る。この状態で自然流下管3からの汚水の流入により汚
水ます2中の汚水面57が上昇し、該汚水面57が固定管56
の下端に達すると汚水量検出管15は閉塞される。そして
その後汚水面57の上昇により、汚水量検出管15内の空気
は圧縮されて行く。処が汚水量検出管15内の容積は減少
しているので真空弁コントローラ8の弁24を開弁するに
必要な空気圧に達する汚水面57の位置は今までより低く
なる。従って真空弁コントローラ8の作動により真空弁
1が開弁し、汚水ます2から吸込む汚水量は減少する。
真空弁1の開弁時間は流量調整弁44を通じて排出される
空気流量が小さく、該流量によって真空弁1はほぼ一定
時間開弁している。従って気液比は増大する。
Now, when increasing the gas-liquid ratio, lowering the upper movable pipe 55 reduces the distance L between the upper end of the upper movable pipe 55 and the lower end of the fixed pipe 56. Therefore, the volume in the wastewater amount detection pipe 15 decreases. In this state, the inflow of sewage from the natural flow-down pipe 3 raises the sewage surface 57 in the sewage tank 2, and the sewage surface 57 is fixed by the fixed pipe 56.
When reaching the lower end of the pipe, the wastewater amount detection pipe 15 is closed. Then, as the sewage surface 57 rises, the air in the sewage amount detection pipe 15 is compressed. Since the volume inside the wastewater amount detection pipe 15 is decreasing, the position of the wastewater surface 57 which reaches the air pressure required to open the valve 24 of the vacuum valve controller 8 becomes lower than before. Therefore, the vacuum valve 1 is opened by the operation of the vacuum valve controller 8, and the amount of dirty water sucked from the dirty water tank 2 is reduced.
The opening time of the vacuum valve 1 is such that the flow rate of air discharged through the flow rate adjusting valve 44 is small, and the vacuum valve 1 is opened for a substantially constant time due to the flow rate. Therefore, the gas-liquid ratio increases.

気液比を小さくする場合は上部可動管55を上げると上
部可動管55の上端と固定管56の下端の間の距離Lは大き
くなる。これによって汚水量検出管15の容積は増大す
る。この状態で自然流下管3からの汚水の流入により汚
水ます2中の汚水面57が上昇し、該汚水面が固定管56の
下端に達すると汚水量検出管15は閉塞される。そしてそ
の後汚水面57の上昇により汚水量検出管15内の空気は圧
縮されて行く。ここで汚水量検出管15の容積は増大して
いるので真空弁コントローラの弁24を開弁するに必要な
空気圧に達する汚水面57の位置は今までより高くなる。
従って真空弁コントローラ8の作動により真空弁1が開
弁し、汚水ます2から吸込む汚水量は増大する。従って
気液比は減少する。
When the gas-liquid ratio is reduced, if the upper movable pipe 55 is raised, the distance L between the upper end of the upper movable pipe 55 and the lower end of the fixed pipe 56 increases. This increases the volume of the wastewater amount detection pipe 15. In this state, the sewage surface 57 in the sewage tank 2 rises due to the inflow of sewage from the natural flow-down pipe 3, and when the sewage surface reaches the lower end of the fixed pipe 56, the sewage amount detection pipe 15 is closed. Then, after that, the air in the wastewater amount detection pipe 15 is compressed due to the rise of the wastewater surface 57. Since the volume of the sewage amount detection pipe 15 is increasing, the position of the sewage surface 57 reaching the air pressure required to open the valve 24 of the vacuum valve controller is higher than before.
Therefore, the vacuum valve 1 is opened by the operation of the vacuum valve controller 8, and the amount of dirty water sucked from the dirty water tank 2 increases. Therefore, the gas-liquid ratio decreases.

第2図は他の実施例の縦断面図である。この実施例は
汚水ますふた51にスリーブ52が固定されている。スリー
ブ52の内周には前実施例と同様にして上下部ゴムリング
53,54が収容されており、該ゴムリング53,54を介して汚
水量検出管15がスリーブ52に挿入されている。汚水量検
出管15は上下部ゴムリング53,54との間の摩擦力に抗し
て上下動可能であると共に該摩擦力によって落下は防止
される。
FIG. 2 is a vertical sectional view of another embodiment. In this embodiment, a sleeve 52 is fixed to a dirty water lid 51. The upper and lower rubber rings are provided on the inner circumference of the sleeve 52 as in the previous embodiment.
53, 54 are housed, and the wastewater amount detection pipe 15 is inserted into the sleeve 52 via the rubber rings 53, 54. The dirty water amount detecting pipe 15 can move up and down against the frictional force between the upper and lower rubber rings 53, 54, and the frictional force prevents falling.

汚水量検出管15を上下部ゴムリング53,54の摩擦力に
抗して上下動すると、汚水量検出管15の下端と真空弁吸
込管12の下端の高さの差Mは変化する。
When the dirty water amount detecting pipe 15 is moved up and down against the frictional force of the upper and lower rubber rings 53 and 54, the height difference M between the lower end of the dirty water amount detecting pipe 15 and the lower end of the vacuum valve suction pipe 12 changes.

気液比を増大させる場合は汚水量検出管15を下げ、前
記差Mを小さくする。自然流下管3から汚水ます2に流
入する汚水の汚水面57が汚水量検出管15の下端に達する
と汚水量検出管15内の空気は圧縮され始め、汚水面57の
上昇につれて、汚水量検出管15内の汚水面も上昇して汚
水量検出管15内の空気圧は上昇する。そして真空弁コン
トローラ8の弁24を開弁する圧力に達すると真空弁1は
開弁され、真空弁吸込管12から汚水ます2中に汚水が吸
込まれる。汚水量検出管15内容積は一定であるから、真
空弁コントローラ8を作動させるための空気圧は汚水量
検出管15の下端から一定位置まで汚水が上昇したときに
得られる。従って前記Mを下げただけ真空弁吸込管12か
ら吸込まれる汚水量は減少する。真空弁1の開弁時間は
ほぼ一定であるので気液比は増大する。
When increasing the gas-liquid ratio, the wastewater amount detection pipe 15 is lowered to reduce the difference M. When the sewage surface 57 of the sewage flowing into the sewage masu 2 from the natural flow pipe 3 reaches the lower end of the sewage amount detection pipe 15, the air in the sewage amount detection pipe 15 begins to be compressed, and the sewage amount is detected as the sewage surface 57 rises. The sewage surface in the pipe 15 also rises, and the air pressure in the sewage amount detection pipe 15 rises. When the pressure for opening the valve 24 of the vacuum valve controller 8 is reached, the vacuum valve 1 is opened, and the dirty water is sucked into the dirty water 2 from the vacuum valve suction pipe 12. Since the internal volume of the dirty water amount detecting pipe 15 is constant, the air pressure for operating the vacuum valve controller 8 is obtained when the dirty water rises from the lower end of the dirty water amount detecting pipe 15 to a certain position. Therefore, the amount of dirty water sucked from the vacuum valve suction pipe 12 is reduced by lowering the M. Since the opening time of the vacuum valve 1 is almost constant, the gas-liquid ratio increases.

汚水量検出管15を引き上げると、汚水量検出管15の下
端は真空弁吸込管12下端との差Mを拡げて上昇し、真空
弁コントローラ8を作動させるための汚水量検出管15内
の汚水面は上昇し、対応する汚水ます2の汚水面57は上
昇するので真空弁1の開弁により真空弁吸込管12から吸
込まれる汚水量は増加する。真空弁1の開弁時間はほぼ
一定であるから、気液比は減少する。
When the sewage amount detection pipe 15 is pulled up, the lower end of the sewage amount detection pipe 15 expands by increasing the difference M between the sewage amount detection pipe 15 and the lower end of the vacuum valve suction pipe 12, and the sewage amount in the sewage amount detection pipe 15 for operating the vacuum valve controller 8 is increased. The surface rises and the corresponding wastewater surface 57 of the wastewater tank 2 rises, so that the opening of the vacuum valve 1 increases the amount of wastewater sucked from the vacuum valve suction pipe 12. Since the opening time of the vacuum valve 1 is almost constant, the gas-liquid ratio decreases.

上記第1実施例において下部の固定管56を上下動可能
に一定位置に保持できるようにすると、汚水量検出管15
の容積及び下端位置を併せて調節可能となる。
In the first embodiment, if the lower fixed pipe 56 can be held in a fixed position so as to be movable up and down, the wastewater amount detection pipe 15
It is possible to adjust both the volume and the lower end position of the.

真空弁コントローラ8の弁24は汚水量検出管15内の空
気圧が一定の圧力になった場合に開弁する。汚水量検出
管15の容積が一定ならば汚水面57は第2実施例の汚水量
検出管15の上下方向の移動量と同量変化する。従って、
真空弁1を開弁して一回の動作で吸込まれる汚水量を正
確に調節できるから気液比の調節は正確に行われる。
The valve 24 of the vacuum valve controller 8 opens when the air pressure in the wastewater amount detection pipe 15 becomes a constant pressure. If the volume of the wastewater amount detection pipe 15 is constant, the wastewater surface 57 changes by the same amount as the vertical movement amount of the wastewater amount detection pipe 15 of the second embodiment. Therefore,
Since the vacuum valve 1 is opened and the amount of dirty water sucked in by one operation can be adjusted accurately, the gas-liquid ratio is adjusted accurately.

第1実施例のように汚水量検出管15の下端が一定位置
で、汚水量検出管15の容積を可変とすると、上部可動管
55上端から下部固定管56下端までの長さLに対して汚水
量検出管15内を上昇する汚水表面の高さは計算できる。
If the lower end of the wastewater amount detection pipe 15 is at a fixed position and the volume of the wastewater amount detection pipe 15 is variable as in the first embodiment, the upper movable pipe
55 The height of the sewage surface rising in the sewage amount detection pipe 15 with respect to the length L from the upper end to the lower end of the lower fixed pipe 56 can be calculated.

上部可動管55を太く、短くすると一回の真空弁1の開
弁における汚水量変化を大きく出来る。この実施例では
上部可動管55に例えば目盛を設けてその移動量を読み取
ることにより真空弁1を開弁して一回の動作で吸込まれ
る下水量を正確に調節できるから気液比の調節は正確に
行われる。
If the upper movable pipe 55 is made thick and short, the change in the amount of dirty water in one opening of the vacuum valve 1 can be increased. In this embodiment, the upper movable pipe 55 is provided with a scale, for example, and by reading the amount of movement, the vacuum valve 1 can be opened and the amount of sewage sucked in can be accurately adjusted in one operation, so that the gas-liquid ratio can be adjusted. Is done exactly.

〔発明の効果〕〔The invention's effect〕

本発明は汚水量検出管の容積又は及び汚水量検出管の
下端位置を調節可能としたため、気液比が安定的に正確
に設定できる効果がある。
According to the present invention, since the volume of the wastewater amount detection pipe or the lower end position of the wastewater amount detection pipe can be adjusted, the gas-liquid ratio can be stably and accurately set.

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

第1図、第2図は本発明の実施例の縦断面図、第3図は
真空式汚水収集装置の斜視図、第4図は下水発生地域に
設ける装置の縦断面図、第5図は真空弁装置の真空弁コ
ントローラの縦断面図である。 1……真空弁、1a……トリンダ室、1b……ピストン、1d
……圧縮ばね、1e……弁座、2……汚水ます、3……自
然流下管、4……真空下水管、5……集水タンク、6…
…圧送ポンプ、7……弁ます、8……真空弁コントロー
ラ、9……通気管、10……真空ポンプ場、11……各家
庭、12……真空弁吸込管、13……真空汚水管、14……ベ
ント管、15……汚水量検出管、16……気体圧導入管、17
……真空ポンプ、18……ダイヤフラム、19……突起、20
……圧力検出室、21……本体、22……ヒンジ、23……レ
バー、24……弁、25……弁口、26……大気導入孔、27…
…通路、28……きのこ弁、29……通路、30……圧縮ば
ね、31……大気圧室、32……可変真空室、13……真空圧
入口、34,35……配管、36……分配室、37……恒真空
室、38……ダイヤフラム、39……弁棒、41……圧縮コイ
ルばね、42……弁、43……弁口、44……流量調整弁、51
……汚水ますふた、52……スリーブ、53……上部ゴムリ
ング、54……下部ゴムリング、55……上部可動管、56…
…固定管、57……汚水面。
1 and 2 are vertical cross-sectional views of an embodiment of the present invention, FIG. 3 is a perspective view of a vacuum type waste water collecting device, FIG. 4 is a vertical cross-sectional view of a device provided in a sewage generation area, and FIG. It is a longitudinal cross-sectional view of the vacuum valve controller of the vacuum valve device. 1 ... Vacuum valve, 1a ... Trinda chamber, 1b ... Piston, 1d
...... Compression spring, 1e …… Valve seat, 2 …… Sewage, 3 …… Natural downflow pipe, 4 …… Vacuum sewage pipe, 5 …… Water collection tank, 6 ...
… Pressure pump, 7 …… Valve, 8 …… Vacuum valve controller, 9 …… Ventilation pipe, 10 …… Vacuum pump station, 11 …… Various households, 12 …… Vacuum valve suction pipe, 13 …… Vacuum sewage pipe , 14 …… Vent pipe, 15 …… Sewage amount detection pipe, 16 …… Gas pressure introduction pipe, 17
…… Vacuum pump, 18 …… Diaphragm, 19 …… Protrusion, 20
...... Pressure detection chamber, 21 ...... Main body, 22 ...... Hinge, 23 ...... Lever, 24 ...... Valve, 25 ...... Valve port, 26 ...... Atmosphere introduction hole, 27 ...
... passage, 28 ... mushroom valve, 29 ... passage, 30 ... compression spring, 31 ... atmospheric pressure chamber, 32 ... variable vacuum chamber, 13 ... vacuum pressure inlet, 34, 35 ... piping, 36 ... … Distribution chamber, 37 …… Constant vacuum chamber, 38 …… Diaphragm, 39 …… Valve rod, 41 …… Compression coil spring, 42 …… Valve, 43 …… Valve port, 44 …… Flow rate adjusting valve, 51
…… Sewage water lid, 52 …… Sleeve, 53 …… Upper rubber ring, 54 …… Lower rubber ring, 55 …… Upper movable tube, 56…
… Fixed tube, 57 …… Sewage surface.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】汚水ます下部中に一端が開口した真空弁吸
込管と、真空弁吸込管と真空下水管の間に介装された真
空弁と、真空弁の開閉を制御する真空弁コントローラ
と、真空弁コントローラを送るべき汚水量信号を検出す
る汚水量検出管と、汚水量検出管と真空弁コントローラ
を連結する気体圧導入管と、下水収集地域に配設され、
真空ポンプ場の真空ポンプにより吸引される真空下水管
を備えた真空式汚水収集装置において、その容積又は及
び真空弁吸込管の汚水ますへの開口部とその下端との差
が可変となっている汚水量検出管を備えたことを特徴と
する真空式汚水収集装置。
1. A vacuum valve suction pipe having one end opened in the lower part of the sewage mist, a vacuum valve interposed between the vacuum valve suction pipe and the vacuum sewer pipe, and a vacuum valve controller for controlling opening and closing of the vacuum valve. , A sewage amount detection pipe for detecting a sewage amount signal to be sent to the vacuum valve controller, a gas pressure introduction pipe connecting the sewage amount detection pipe and the vacuum valve controller, and disposed in the sewage collection area,
In a vacuum-type sewage collector equipped with a vacuum sewer pipe sucked by a vacuum pump at a vacuum pumping station, the volume or the difference between the opening of the vacuum valve suction pipe to the sewage masu and its lower end is variable. A vacuum type sewage collection device comprising a sewage amount detection pipe.
JP11132989A 1989-04-28 1989-04-28 Vacuum type wastewater collection device Expired - Lifetime JPH0830353B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11132989A JPH0830353B2 (en) 1989-04-28 1989-04-28 Vacuum type wastewater collection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11132989A JPH0830353B2 (en) 1989-04-28 1989-04-28 Vacuum type wastewater collection device

Publications (2)

Publication Number Publication Date
JPH02292426A JPH02292426A (en) 1990-12-03
JPH0830353B2 true JPH0830353B2 (en) 1996-03-27

Family

ID=14558450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11132989A Expired - Lifetime JPH0830353B2 (en) 1989-04-28 1989-04-28 Vacuum type wastewater collection device

Country Status (1)

Country Link
JP (1) JPH0830353B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20220097U1 (en) * 2002-12-23 2003-04-17 Roediger Vakuum- Und Haustechnik Gmbh, 63450 Hanau Vacuum sewer system

Also Published As

Publication number Publication date
JPH02292426A (en) 1990-12-03

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