JPH0544245A - Automatic switchgear - Google Patents

Automatic switchgear

Info

Publication number
JPH0544245A
JPH0544245A JP20185691A JP20185691A JPH0544245A JP H0544245 A JPH0544245 A JP H0544245A JP 20185691 A JP20185691 A JP 20185691A JP 20185691 A JP20185691 A JP 20185691A JP H0544245 A JPH0544245 A JP H0544245A
Authority
JP
Japan
Prior art keywords
water
valve
outflow port
sewage
wastewater
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.)
Granted
Application number
JP20185691A
Other languages
Japanese (ja)
Other versions
JP2831492B2 (en
Inventor
Akiteru Kawamura
明輝 川村
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 JP20185691A priority Critical patent/JP2831492B2/en
Publication of JPH0544245A publication Critical patent/JPH0544245A/en
Application granted granted Critical
Publication of JP2831492B2 publication Critical patent/JP2831492B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Fluid-Driven Valves (AREA)

Abstract

PURPOSE:To open and close an outflow port automatically by rotatably supporting a movable piece, at one end of which an on-off valve is installed, between a close position, where a waste-water outflow port is blocked by the on-off valve, and an open position, where the outflow port is opened. CONSTITUTION:When a water level in a water tank S does not reach the position of the lower end of an on-off valve 3, movable pieces 4 are held at an open position by the holding power of a weight 5, and waste water or miscellaneous drain flows out from a waste-water outflow port S2. When the quantity of railfall increases and the water level is elevated until hydraulic pressure worked to the on-off valve 3 is made higher than the holding power of the weight 5, the movable pieces 4 are turned to a close position, the outflow port S2 is closed under the state in which a slight clearance is left in the bottom of the oval section 11 of a cylindrical body 1, and miscellaneous drain is flowed out of the outflow port S2. Miscellaneous-drain flows out of the clearance when the water level in the water tank S is made lower than the outflow port S2, and the movable pieces 4 are rotated to the open position and the outflow port S2 is opened when hydraulic pressure is made smaller than the holding power of the weight 5.

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、公共マスや人孔などの
水槽に形成されている汚水流出口に設置される自動開閉
装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an automatic opening / closing device installed at a sewage outlet formed in a water tank such as a public mass or a human hole.

【0002】[0002]

【従来の技術】下水道には、合流式と分流式とがある。
合流式下水道は、家庭雑排水などの汚水と雨水とを同じ
管に流す方式であり、分流式下水道は、汚水と雨水とを
別々の管に流す方式である。
2. Description of the Related Art Sewers are classified into a confluence type and a diversion type.
The combined sewer system is a system in which sewage such as domestic gray water and rainwater are caused to flow through the same pipe, and the split sewer system is a system in which sewage and rainwater are caused to flow through separate pipes.

【0003】この分流式下水道は、汚水のみを汚水処理
場に導く方式であるため、合流式下水道に比べ、雨天時
に汚水を公共用水域に放流することがないので、水質汚
濁防止上有利である。従って、近年は、合流式下水道か
ら、この分流式下水道に移行しつつある。
Since this sewage sewer system is a system that guides only sewage to a sewage treatment plant, it does not discharge sewage into public water areas when it rains, which is advantageous in preventing water pollution. .. Therefore, in recent years, the combined sewer system is being replaced by this split sewer system.

【0004】[0004]

【発明が解決しようとする課題】ところが、分流式下水
道が建設された地域では、各家庭の汚水と雨水の排水設
備の切替が完全に行なわれなければならないが、切替が
困難な場合もあり、やむなく汚水と雨水が混入する雑排
水などは雨水管渠に接続せざるをえない状況にある。
However, in the area where the shunt sewer system is constructed, it is necessary to completely switch the drainage facilities of each household's sewage and rainwater, but in some cases it is difficult to switch. There is no choice but to connect sewage and sewage, which mix with sewage and rainwater, to the rainwater sewer.

【0005】また、下水道の建設は、当然ながら、下流
からの段階施工となる。この建設途上の時、上流域から
は、在来管やU字溝を経て雑排水が雨水管渠に流入し、
そのまま公共用水域に流出し、河川を汚濁する一因とな
っている。
Further, the construction of the sewer system is, of course, a step construction from the downstream. At the time of this construction, from the upstream area, miscellaneous drainage flows into the rainwater sewer through conventional pipes and U-shaped grooves,
As it is, it flows out into the public water area and contributes to the pollution of the river.

【0006】このような雑排水の混入をなくすために
は、発生源で汚水管渠へ流れるようにすることが先決で
あるが、発生源が分かりにくく、あるいは判明しても切
替ができない場合など、建設途上での区域外流入など、
雑排水の混入を食い止めることが難しい。
[0006] In order to eliminate such miscellaneous wastewater, it is a priori decided that the source should flow to the sewer pipe, but if the source is difficult to understand, or even if it is found, switching is not possible. , Inflow into the area during construction,
It is difficult to stop the mixture of miscellaneous waste water.

【0007】そこで、雨水管渠へ流入してきた汚水を、
公共用水域に流出する前に汚水管渠に接続して収容して
しまえばよいわけであるが、この方法では、汚水管渠は
小口径であるため、雨天時に多量の雨水が流れ込んだの
では管渠能力を超え、汚水処理場への負担が増し問題が
生じる。
Therefore, the sewage flowing into the rainwater pipe is
It is sufficient to connect and store the wastewater pipe before it flows out into the public water area, but with this method, since the wastewater pipe has a small diameter, a large amount of rainwater may have flowed in during rainy weather. This causes problems because the capacity of the sewage treatment plant is increased and the capacity of the pipe is exceeded.

【0008】本発明は、上記のような問題に着目し、多
量に雨水が流れ込んだ時に、自動的に汚水流出口を閉じ
ることができる自動開閉装置を提供することを目的とし
ている。
It is an object of the present invention to provide an automatic opening / closing device which can automatically close the wastewater outlet when a large amount of rainwater flows in, focusing on the above problems.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
に、本発明の流出口の自動開閉装置は、一端に開閉弁が
設けられている可動片が、前記開閉弁で汚水流出口を閉
塞している閉位置と、前記開閉弁を汚水流出口の前方に
離反させて汚水流出口を開放している開位置との間を回
動可能に支持され、かつ前記可動片には、回動の支点を
挟んで前記開閉弁とは反対側の位置に、可動片を所定の
保持力で開位置に保持する錘が設けられている。
In order to achieve the above object, in an automatic outlet opening / closing device of the present invention, a movable piece having an opening / closing valve at one end closes the wastewater outlet with the opening / closing valve. Is rotatably supported between a closed position in which it is open and an open position in which the on-off valve is separated in front of the sewage outlet to open the sewage outlet, and the movable piece is pivoted. A weight for holding the movable piece in the open position with a predetermined holding force is provided at a position opposite to the on-off valve across the fulcrum.

【0010】[0010]

【作用】本発明の自動開閉装置は、公共マスや人孔など
の水槽に形成されている汚水流出口に設置する。
The automatic opening / closing device of the present invention is installed at a sewage outlet formed in a water tank such as a public mass or a human hole.

【0011】そうすると、雨が降らなかったり、雨が降
っても降雨量が少なかったりして、水槽内の水位が開閉
弁の下端位置に達しない時は、錘の保持力によって可動
片は開位置に保持され、汚水、あるいは汚水と雨水が混
合した雑排水は汚水流出口から流出する。
Then, when the water level in the water tank does not reach the lower end position of the on-off valve due to no rain or the amount of rainfall is small even if it rains, the movable piece is opened by the holding force of the weight. The sewage, or sewage produced by mixing sewage and rainwater, is discharged from the sewage outlet.

【0012】また、降雨量が多くて、水槽内の水位が開
閉弁の下端位置に達した時は、汚水流出口から流出しよ
うとする雑排水によって、開閉弁に水圧が作用するよう
になる。この水圧は、水位が上がるほど汚水流出口から
流出する雑排水の流速が増すことにより強まる。従っ
て、開閉弁に作用する水圧が錘の保持力よりも強くなる
まで水位が上がると、可動片が閉位置に回動し、汚水流
出口は閉塞され、雑排水は汚水流出口から流出しなくな
る。
Further, when the amount of rainfall is large and the water level in the water tank reaches the lower end position of the on-off valve, water pressure acts on the on-off valve by the miscellaneous drainage flowing out from the waste water outlet. This water pressure increases as the flow rate of the gray water flowing out from the wastewater outlet increases as the water level rises. Therefore, when the water pressure acting on the on-off valve rises to a level higher than the holding force of the weight, the movable piece rotates to the closed position, the wastewater outlet is blocked, and the miscellaneous wastewater does not flow out from the wastewater outlet. ..

【0013】従って、雨水が混入していない汚水や、汚
水に少量の雨水が混入した比較的水質の悪い雑排水は、
汚水流出口から汚水管渠に流出させ、汚水に大量の雨水
が混入した比較的水質の良い雑排水は、他の流出口から
雨水管渠などに流出させることができる。
Therefore, sewage that does not contain rainwater, and miscellaneous wastewater that has a relatively low quality of water and contains a small amount of rainwater,
Unnecessary wastewater of relatively good quality, which is caused by a large amount of rainwater mixed into the wastewater from the wastewater outlet, can be discharged from another outlet to the rainwater conduit or the like.

【0014】[0014]

【実施例】以下、本発明の第1実施例を図1および図2
に基づいて詳述する。図1は本実施例の汚水流出口の自
動開閉装置Kを示す分解斜視図、図2は該自動開閉装置
Kを示す縦断面図で、図中1は筒状体、2は支持板、3
は開閉弁、4は可動片、5は錘、6は調整ネジである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described below with reference to FIGS.
Based on. FIG. 1 is an exploded perspective view showing an automatic opening / closing device K for a sewage outlet of this embodiment, and FIG. 2 is a longitudinal sectional view showing the automatic opening / closing device K. In FIG. 1, 1 is a cylindrical body, 2 is a support plate, and 3 is a supporting plate.
Is an opening / closing valve, 4 is a movable piece, 5 is a weight, and 6 is an adjusting screw.

【0015】前記筒状体1は、卵形管を短く切断すると
共に、切断した短尺卵形管の上半分を一部切削加工して
形成されており、全周が残された卵形部11と、上半分
が切削された溝形部12とで構成されている。また、こ
の筒状体1は、図2に示したように、水槽Sの側壁S1
に形成されている汚水流出口S2に挿通して設けられ
る。つまり、この筒状体1の卵形部11を開閉すること
が、すなわち水槽Sの汚水流出口S2を開閉することに
なる。なお、ここでいう水槽Sは、設置場所などを特定
しないが、汚水管渠に連通する汚水流出口S2以外に、
雨水管渠に連通する雨水流出口(図示は省略する)を備
えたものを対象としている。また、この水槽Sについて
は、後に自動開閉装置Kの設置例で具体化している。
The tubular body 1 is formed by cutting an oval tube into short pieces and cutting a part of the upper half of the cut short oval tube to leave an oval portion 11 with the entire circumference left. And the grooved portion 12 whose upper half is cut. Further, as shown in FIG. 2, the tubular body 1 has a side wall S1 of the water tank S.
It is provided by being inserted into the sewage outlet S2 formed in. That is, opening and closing the egg-shaped portion 11 of the tubular body 1, that is, opening and closing the waste water outlet S2 of the water tank S. In addition, although the water tank S here does not specify the installation location or the like, in addition to the sewage outlet S2 communicating with the sewage pipe,
It is intended for those equipped with a rainwater outlet (not shown) that communicates with the rainwater conduit. The water tank S will be embodied later in an installation example of the automatic opening / closing device K.

【0016】前記支持板2は、前記筒状体1の切削部分
に、卵形部11の上半部を閉塞するように固定されてい
る。
The support plate 2 is fixed to the cut portion of the tubular body 1 so as to close the upper half of the oval portion 11.

【0017】前記開閉弁3は、可動片4の一端にL形部
材7a,7aを介して固定されており、前記筒状体1の
卵形部11の下半部を、卵形部11の底に僅かな隙間を
残した状態で閉塞可能な形状に形成されている。また、
この開閉弁3は、縦断面がくの字状に形成されている。
The on-off valve 3 is fixed to one end of the movable piece 4 via L-shaped members 7a, 7a, and the lower half of the oval part 11 of the tubular body 1 is connected to the oval part 11. It is formed into a shape that can be closed with a slight gap left at the bottom. Also,
The open / close valve 3 is formed in a dogleg shape in a vertical cross section.

【0018】前記可動片4は、前記開閉弁3を下にし
て、この開閉弁3で筒状体1の卵形部11を閉塞してい
る閉位置(図2において二点鎖線で示している)と、こ
の開閉弁3を筒状体1の卵形部11の前方に離反させて
卵形部11を開放している開位置との間を回動可能に、
前記支持板2にL形部材7b,7bを介して支持されて
いる。また、前記可動片4は、くの字形に形成されてお
り、閉塞位置で上片が卵形部11側に傾くと共に、下片
が垂直になり、開放位置で上片が水平になると共に、下
片が溝形部12側に傾くようになっている。更に、この
可動弁4は、閉塞位置で前記開閉弁3の下端部が溝形部
12側に傾くよう設置されている。
The movable piece 4 is in a closed position (indicated by a chain double-dashed line in FIG. 2) in which the opening / closing valve 3 is turned down and the opening / closing valve 3 closes the oval portion 11 of the tubular body 1. ) And the open position in which the opening / closing valve 3 is separated in front of the egg-shaped portion 11 of the tubular body 1 to open the egg-shaped portion 11,
It is supported by the support plate 2 via L-shaped members 7b, 7b. The movable piece 4 is formed in a dogleg shape, and the upper piece inclines toward the egg-shaped portion 11 side at the closed position, the lower piece becomes vertical, and the upper piece becomes horizontal at the open position, The lower piece is inclined toward the groove portion 12 side. Further, the movable valve 4 is installed so that the lower end of the on-off valve 3 inclines toward the groove 12 at the closed position.

【0019】前記錘5は、可動片4を所定の保持力で開
位置に保持するもので、前記可動片4の回動の支点41
を挟んで前記開閉片3とは反対側に設けられている。
The weight 5 holds the movable piece 4 in the open position with a predetermined holding force, and the fulcrum 41 for the rotation of the movable piece 4 is provided.
It is provided on the opposite side of the opening / closing piece 3 with the pinch in between.

【0020】前記調整ネジ6は、前記錘5が設けられて
いる側の可動片4の端部に螺合して設けられており、下
端部が可動片4の下方に突出しており、筒状体1の卵形
部11の管頂に当接することによって可動片4の回動を
規制し、その規制位置に可動片4の開放位置を設定する
ようになっている。つまり、この調整ネジ6は、下端部
の突出量が調節できるようになっており、その突出量を
小さくするほど、可動片4の回動角度が大きくなって卵
形部11の開放面積が広くなるようになっている。な
お、卵形部11の開放面積は、設置場所の水量などに応
じて設定するのが望ましい。
The adjusting screw 6 is provided by being screwed onto the end of the movable piece 4 on the side where the weight 5 is provided, and the lower end thereof projects below the movable piece 4 and has a cylindrical shape. By abutting on the tube top of the egg-shaped portion 11 of the body 1, the rotation of the movable piece 4 is restricted, and the open position of the movable piece 4 is set at the restricted position. In other words, the adjusting screw 6 can adjust the amount of protrusion of the lower end portion. As the amount of protrusion decreases, the rotation angle of the movable piece 4 increases and the open area of the oval portion 11 increases. It is supposed to be. The open area of the egg-shaped portion 11 is preferably set according to the amount of water at the installation location.

【0021】次に、第1実施例の作用を説明する。Next, the operation of the first embodiment will be described.

【0022】雨が降らなかったり、雨が降っても降雨量
が少なかったりして、水槽S内の水位が、開閉弁3の下
端位置に達しない時は、錘5の保持力によって、可動片
4は開位置に保持され、汚水、あるいは汚水と雨水が混
合した雑排水は汚水流出口S2から流出する。
When the water level in the water tank S does not reach the lower end position of the opening / closing valve 3 because it does not rain or the amount of rainfall is small even when it rains, the movable piece is moved by the holding force of the weight 5. No. 4 is held in the open position, and sewage or mixed wastewater containing sewage and rainwater flows out from the sewage outlet S2.

【0023】また、降雨量が多くて、水槽S内の水位
が、開閉弁3の下端位置(図2において矢印イで示して
いる)に達した時は、その雑排水によって開閉弁3に水
圧が作用するようになる。この水圧は、水位が上がるほ
ど汚水流出口S2から流出する雑排水の流速が増すこと
により強まる。従って、開閉弁3に作用する水圧が錘5
の保持力よりも強くなるまで水位が上がると、可動片が
閉位置に回動し、汚水流出口S2は卵形部11の底に僅
かな隙間を残した状態で閉塞され、雑排水のほとんどは
雨水流出口S2から流出する。この時、卵形部11の底
に形成された隙間からも僅かづつ雑排水が流出するが、
汚水処理場の処理能力を超える量ではないので、汚水処
理場への負担は小さい。
When the amount of rainfall is large and the water level in the water tank S reaches the lower end position of the on-off valve 3 (indicated by the arrow A in FIG. 2), the miscellaneous drainage causes water pressure on the on-off valve 3. Will work. This water pressure increases as the flow rate of the miscellaneous wastewater flowing out of the wastewater outlet S2 increases as the water level rises. Therefore, the water pressure acting on the on-off valve 3 is
When the water level rises until it becomes stronger than the holding force of the, the movable piece rotates to the closed position, and the sewage outlet S2 is closed with a slight gap left at the bottom of the oval portion 11, and most of the wastewater is discharged. Flows out from the rainwater outlet S2. At this time, the miscellaneous drainage flows out little by little from the gap formed in the bottom of the oval part 11,
The load on the sewage treatment plant is small because the amount does not exceed the treatment capacity of the sewage treatment plant.

【0024】雨が止み、水槽S内の水位が雨水流出口S
2より下がると、その後は、卵形部11の底に形成され
た隙間からのみ雑排水が流出する。このようにして雑排
水の水位が少しづつ下がり、開閉弁3に作用する水圧が
錘5の保持力よりも弱くなると、可動片4が開位置に回
動し、汚水流出口S2が開放される。
When the rain stops, the water level in the water tank S is the rainwater outlet S
When it is lower than 2, thereafter, the gray water flows out only from the gap formed in the bottom of the oval portion 11. In this way, when the water level of the gray water gradually decreases and the water pressure acting on the on-off valve 3 becomes weaker than the holding force of the weight 5, the movable piece 4 rotates to the open position, and the wastewater outlet S2 is opened. ..

【0025】上述したように、第1実施例の自動開閉装
置Kでは、雨水が混入していない汚水や、汚水に少量の
雨水が混入した比較的水質の悪い雑排水は、汚水流出口
S2から汚水管渠に流出させ、汚水に大量の雨水が混入
した比較的水質の良い雑排水は、雨水流出口S2から雨
水管渠に流出させることができるので、公共用水域の汚
濁防止を図りながら、汚水処理場の処理能力を超えた大
量の雑排水が汚水管渠に流出するのを防止できる。
As described above, in the automatic switchgear K of the first embodiment, sewage that does not contain rainwater or sewage that is a relatively poor quality and contains a small amount of rainwater is discharged from the sewage outlet S2. Unnecessary wastewater with relatively good water quality that is caused by a large amount of rainwater mixed into the wastewater conduit can be discharged from the rainwater outlet S2 to the rainwater conduit, thus preventing pollution of public water areas. It is possible to prevent a large amount of gray water that exceeds the treatment capacity of the treatment plant from flowing out into the sewer pipe.

【0026】次に、図3〜図6に基づき、前記自動開閉
装置Kの用途について説明する。
Next, the application of the automatic opening / closing device K will be described with reference to FIGS.

【0027】図3及び図4は、前記自動開閉装置Kを、
公共マスMの汚水流出口に設置した例を示している。前
記公共マスMは、U字溝Uの下流に設けられており、汚
水流出管P1を介して汚水管渠O1と接続されていると
共に、雨水流出管P2を介して雨水管渠O2と接続され
ている。なお、雨水流出管P2に開通する雨水流出口
は、汚水流出管P1に開通する汚水流出口よりも高い位
置に形成されている。
3 and 4 show the automatic opening / closing device K,
An example of installation at the sewage outlet of the public mass M is shown. The public mass M is provided downstream of the U-shaped groove U, is connected to the wastewater outlet O1 via the wastewater outlet pipe P1, and is connected to the rainwater outlet O2 via the rainwater outlet pipe P2. There is. The rainwater outlet opening to the rainwater outlet pipe P2 is formed at a position higher than the wastewater outlet opening to the wastewater outlet pipe P1.

【0028】つまり、前記自動開閉装置Kを公共マスM
の汚水流出口に設置すると、降雨量が多い日には、その
汚水流出口から汚水流出管P1を通って汚水管渠O1に
流出する流量が制限されるので、汚水処理場の処理能力
を超えた大量の雑排水が、共用マスMから汚水管渠O1
に流出するのを防止できる。
That is, the automatic opening / closing device K is connected to the public mass M.
If it is installed at the sewage outflow port, the flow rate from the sewage outflow port through the sewage outflow pipe P1 to the sewage pipe O1 is limited on a day with a large amount of rainfall, so that the treatment capacity of the sewage treatment plant is exceeded. A large amount of miscellaneous wastewater from the common mass M to the wastewater pipe O1
Can be prevented from flowing out.

【0029】図5及び図6は、前記自動開閉装置Kを、
雨水人孔A2の汚水流出口に設置した例を示している。
前記雨水人孔A2は、汚水流出管P3を介して汚水人孔
A1に接続されており、この汚水流出管P3には、汚水
が雨水人孔A2から汚水人孔A1へ自然流下するような
勾配が設けられている。
5 and 6 show the automatic opening / closing device K,
The example installed in the sewage outlet of the rainwater person hole A2 is shown.
The rainwater drainage hole A2 is connected to the wastewater drainage pipe A1 via a wastewater drainage pipe P3, and a gradient such that the wastewater naturally flows from the rainwater drainage manhole A2 to the wastewater drainage manhole A1 in the wastewater drainage pipe P3. Is provided.

【0030】例えば、駐車場や洗車場などのように、汚
水と雨水の分離が困難な場所では、汚水が雨水管渠O2
に導かれることがよくある。また、降雨初期の雨水は、
路面を流れる段階で、かなり汚濁された路面排水となっ
ていることが多い。そこで、前記自動開閉装置Kをこの
雨水人孔A2の汚水流出口に設置すると、雨水管渠O2
に流入してきたこれらの汚水を、公共用水域に流出する
前に汚水流出管P3を通して汚水管渠O1に収容させる
ことができ、公共用水域の水質汚濁防止に役立つ。
For example, in a place where it is difficult to separate sewage and rainwater, such as a parking lot or a car wash, the sewage is collected in the rainwater pipe O2.
Is often led to. In addition, the rainwater at the beginning of rainfall is
At the stage of flowing on the road surface, it is often the case that the road surface is heavily polluted. Therefore, if the automatic opening / closing device K is installed at the sewage outlet of the rainwater person hole A2, the rainwater conduit O2
Before being discharged into the public water area, these wastewater flowing into the can be stored in the wastewater conduit O1 through the wastewater outflow pipe P3, which helps prevent water pollution of the public water area.

【0031】次に、図7及び図8に基づいて、第2実施
例の構成を説明する。
Next, the configuration of the second embodiment will be described with reference to FIGS. 7 and 8.

【0032】本実施例の自動開閉装置は、筒状体1の卵
形部11に排出器8が接続されている例である。
The automatic opening / closing device of this embodiment is an example in which the ejector 8 is connected to the oval portion 11 of the tubular body 1.

【0033】この排出器8は、ベース81と、多孔管8
2と、浮き83と、キャップ84とを有している。
The ejector 8 includes a base 81 and a perforated pipe 8.
2, a float 83, and a cap 84.

【0034】前記ベース81は、有底筒811の側壁
に、分岐口812が突設されていると共に、前記有底筒
811の内面であって前記分岐口812よりも開口端側
の位置に、円形の排水口814を形成する環状フランジ
813が突設されたもので、前記分岐口812が、前記
筒状体1の卵形部11の底部付近に形成された排出口1
3に接続されている。
The base 81 has a branch port 812 projecting from the side wall of the bottomed tube 811, and the inner surface of the bottomed tube 811 at a position closer to the opening end than the branch port 812. An annular flange 813 forming a circular drainage port 814 is provided in a protruding manner, and the branch port 812 is formed near the bottom of the oval portion 11 of the tubular body 1
Connected to 3.

【0035】前記多孔管82は、管壁の下部に多数の孔
821を有しており、前記ベース81の上部に差し込ま
れて接続されている。なお、この多孔管82の孔821
は、開位置での開閉弁3の下端部よりも高い位置に形成
されている。
The perforated tube 82 has a large number of holes 821 in the lower part of the tube wall and is inserted and connected to the upper part of the base 81. The holes 821 of the perforated pipe 82
Is formed at a position higher than the lower end of the on-off valve 3 in the open position.

【0036】前記浮き83は、前記多孔管82の中に設
けられており、前記ベース81内に設けられていて排水
口814を閉塞可能な栓85と紐86で接続されてい
る。
The float 83 is provided in the perforated pipe 82, is provided in the base 81, and is connected by a cord 86 to a plug 85 capable of closing the drain port 814.

【0037】この栓85は、水に浮かない素材で球状に
形成されており、浮き83が上昇すると排水口814が
この栓85で閉塞され、浮き83が下降すると栓85が
沈んで排水口814が開口されるようになっている。
The stopper 85 is made of a material that does not float on water and is formed into a spherical shape. When the float 83 rises, the drain outlet 814 is closed by the stopper 85, and when the float 83 descends, the stopper 85 sinks and the drain outlet 814. Is to be opened.

【0038】前記キャップ84は、前記多孔管82の上
部に、嵌合により取り付けられており、前記浮き83と
連結したロッド87が上下方向へ挿通可能になってい
る。
The cap 84 is attached to the upper part of the perforated pipe 82 by fitting, and the rod 87 connected to the float 83 can be vertically inserted.

【0039】なお、その他の構成は第1実施例と同一で
あるので、図面に同一符号を付して説明を省略する。
Since the other structure is the same as that of the first embodiment, the same reference numerals are given to the drawings and the description thereof will be omitted.

【0040】次に、第2実施例の作用を説明する。Next, the operation of the second embodiment will be described.

【0041】水槽内の水位が、多孔管82の孔821の
高さに達すると、この孔821から多孔管82内に雑排
水が浸入し、浸入した雑排水は、排水口814を通って
分岐口812から筒状部1の卵形部11に排出される。
更に水槽内の水位が上がり、浮き83の上昇に伴って排
水口814が栓85によって閉塞されると(図8におい
て2点鎖線でこの閉塞状態を示している)、雑排水は筒
状部1の卵形部11に排出されなくなる。
When the water level in the water tank reaches the height of the hole 821 of the perforated pipe 82, the miscellaneous wastewater enters the perforated pipe 82 through this hole 821, and the infiltrated miscellaneous wastewater is branched through the drain port 814. It is discharged from the mouth 812 to the egg-shaped portion 11 of the tubular portion 1.
When the water level in the water tank further rises and the drain port 814 is closed by the plug 85 as the float 83 rises (this closed state is indicated by a chain double-dashed line in FIG. 8), the miscellaneous drainage is discharged from the tubular portion 1 Will not be discharged to the egg-shaped portion 11 of.

【0042】従って、可動片4が閉位置にあり、筒状体
1の卵形部11が開閉弁3によって閉塞された状態で
も、水槽の水位が所定位置より高くない時は、水槽内の
雑排水を強制的に汚水流出口から汚水流出管に排出させ
ることができる。
Therefore, even when the movable piece 4 is in the closed position and the oval portion 11 of the tubular body 1 is closed by the opening / closing valve 3, when the water level in the aquarium is not higher than the predetermined position, the miscellaneous contents in the aquarium are kept. The wastewater can be forcibly discharged from the wastewater outlet to the wastewater outflow pipe.

【0043】なお、その他の作用は、第1実施例と同一
であるので、説明を省略する。
Since the other operations are the same as those of the first embodiment, the description thereof will be omitted.

【0044】以上、本発明の実施例を図面により詳述し
てきたが、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における設計の
変更等があっても本発明に含まれる。
The embodiment of the present invention has been described in detail above with reference to the drawings. However, the specific configuration is not limited to this embodiment, and there are design changes and the like within the scope not departing from the gist of the present invention. Also included in the present invention.

【0045】例えば、実施例では、卵形管を短く切断す
ると共に切削加工した形状の筒状体1を示したが、卵形
管に限らず、真円の管を加工した形状の筒状体を利用し
てもよい。また、筒状体1の切り口の形状も特に実施例
に限定する必要はなく、管軸方向へ直角に切断してもよ
いし、斜めに切断してもよい。
For example, in the embodiment, the tubular body 1 having a shape obtained by cutting an oval tube into short pieces and cutting the same is shown, but the tubular body is not limited to the oval tube, and a tubular body having a shape obtained by processing a true circular tube. May be used. Further, the shape of the cut end of the tubular body 1 is not particularly limited to the embodiment, and may be cut at a right angle to the tube axis direction or may be cut obliquely.

【0046】また、可動片4の回動の支点と錘5間の距
離を調整できるようにして、支点の両側のバランスを調
整できるようにしてもよい。
The distance between the fulcrum of rotation of the movable piece 4 and the weight 5 may be adjusted so that the balance on both sides of the fulcrum can be adjusted.

【0047】更に、図2に二点鎖線で示したように、筒
状体1の溝形12部の内側に一枚の板材9を沿わせても
よい。そうすることにより、筒状体1の内側に段差が形
成されて、汚水流出口S2から流出する汚水の流速が早
くなり、実施例よりも低い水位で可動片4が閉位置に回
動するようになる。
Further, as shown by the chain double-dashed line in FIG. 2, one plate material 9 may be provided inside the groove 12 of the tubular body 1. By doing so, a step is formed inside the tubular body 1, the flow velocity of the sewage flowing out from the sewage outlet S2 is increased, and the movable piece 4 is rotated to the closed position at a lower water level than the embodiment. become.

【0048】[0048]

【発明の効果】以上説明したように、本発明の自動開閉
装置にあっては、雨水が混入していない汚水や、汚水に
少量の雨水が混入した比較的水質の悪い雑排水は、汚水
流出口を開放して汚水流出口から汚水管渠に流出させ、
汚水に大量の雨水が混入した比較的水質の良い雑排水
は、汚水流出口を閉塞して汚水流出口から流出しないよ
うにすることができるので、公共用水域の汚濁防止を図
りながら、汚水処理場の処理能力を超えた大量の雑排水
が汚水管渠に流出するのを防止できるという効果が得ら
れる。
As described above, in the automatic switchgear according to the present invention, dirty water that is not mixed with rainwater or miscellaneous wastewater with a relatively small amount of rainwater mixed into the dirty water has a dirty water flow. Open the outlet to let the sewage outlet flow into the sewage pipe,
Unnecessary wastewater with a relatively high water quality, which is a mixture of a large amount of rainwater into the wastewater, can be prevented from flowing out of the wastewater outlet by closing the wastewater outlet. It is possible to obtain an effect that it is possible to prevent a large amount of gray water that exceeds the treatment capacity of the site from flowing out into the sewer pipe.

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

【図1】第1実施例の自動開閉装置を示す分解斜視図で
ある。
FIG. 1 is an exploded perspective view showing an automatic opening / closing device of a first embodiment.

【図2】第1実施例の自動開閉装置を示す縦断面図であ
る。
FIG. 2 is a vertical sectional view showing the automatic opening / closing device of the first embodiment.

【図3】第1実施例の自動開閉装置の設置例を示す平面
図である。
FIG. 3 is a plan view showing an installation example of the automatic opening / closing device of the first embodiment.

【図4】第1実施例の自動開閉装置の設置例を示す縦断
面図である。
FIG. 4 is a vertical cross-sectional view showing an installation example of the automatic opening / closing device of the first embodiment.

【図5】第1実施例の自動開閉装置の設置例を示す平面
図である。
FIG. 5 is a plan view showing an installation example of the automatic opening / closing device of the first embodiment.

【図6】第1実施例の自動開閉装置の設置例を示す縦断
面図である。
FIG. 6 is a vertical cross-sectional view showing an installation example of the automatic opening / closing device of the first embodiment.

【図7】第2実施例の自動開閉装置を示す分解斜視図で
ある。
FIG. 7 is an exploded perspective view showing an automatic opening / closing device of a second embodiment.

【図8】第2実施例の自動開閉装置を示す縦断面図であ
る。
FIG. 8 is a vertical sectional view showing an automatic opening / closing device of a second embodiment.

【符号の説明】[Explanation of symbols]

3 開閉弁 4 可動片 5 錘 S 水槽 S2 汚水流出口 3 Open / close valve 4 Movable piece 5 Weight S Water tank S2 Sewage outlet

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 水槽に形成されている汚水流出口に設置
される自動開閉装置であって、一端に開閉弁が設けられ
ている可動片が、前記開閉弁で汚水流出口を閉塞してい
る閉位置と、前記開閉弁を汚水流出口の前方に離反させ
て汚水流出口を開放している開位置との間を回動可能に
支持され、かつ前記可動片には、回動の支点を挟んで前
記開閉弁とは反対側の位置に、可動片を所定の保持力で
開位置に保持する錘が設けられていることを特徴とする
自動開閉装置。
1. An automatic opening / closing device installed at a sewage outlet formed in a water tank, wherein a movable piece having an opening / closing valve at one end closes the sewage outlet at the opening / closing valve. It is rotatably supported between a closed position and an open position in which the on-off valve is separated from the front of the sewage outlet to open the sewage outlet, and the movable piece has a rotation fulcrum. An automatic opening / closing device, characterized in that a weight for holding the movable piece in an open position with a predetermined holding force is provided at a position opposite to the opening / closing valve.
JP20185691A 1991-08-12 1991-08-12 Automatic switchgear Expired - Fee Related JP2831492B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20185691A JP2831492B2 (en) 1991-08-12 1991-08-12 Automatic switchgear

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20185691A JP2831492B2 (en) 1991-08-12 1991-08-12 Automatic switchgear

Publications (2)

Publication Number Publication Date
JPH0544245A true JPH0544245A (en) 1993-02-23
JP2831492B2 JP2831492B2 (en) 1998-12-02

Family

ID=16448023

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20185691A Expired - Fee Related JP2831492B2 (en) 1991-08-12 1991-08-12 Automatic switchgear

Country Status (1)

Country Link
JP (1) JP2831492B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117361783A (en) * 2023-10-24 2024-01-09 山东峰源生态环保有限公司 Sewage treatment system for ecological environment purification

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117361783A (en) * 2023-10-24 2024-01-09 山东峰源生态环保有限公司 Sewage treatment system for ecological environment purification

Also Published As

Publication number Publication date
JP2831492B2 (en) 1998-12-02

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