JPH0914491A - Water discharge device - Google Patents

Water discharge device

Info

Publication number
JPH0914491A
JPH0914491A JP16957295A JP16957295A JPH0914491A JP H0914491 A JPH0914491 A JP H0914491A JP 16957295 A JP16957295 A JP 16957295A JP 16957295 A JP16957295 A JP 16957295A JP H0914491 A JPH0914491 A JP H0914491A
Authority
JP
Japan
Prior art keywords
float
valve
buoyancy
lifting
drainage
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
JP16957295A
Other languages
Japanese (ja)
Inventor
Yoshiro Masuda
義郎 益田
Susumu Nakajima
進 中島
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.)
Asahi Yukizai Corp
Original Assignee
Asahi Organic Chemicals Industry 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 Asahi Organic Chemicals Industry Co Ltd filed Critical Asahi Organic Chemicals Industry Co Ltd
Priority to JP16957295A priority Critical patent/JPH0914491A/en
Publication of JPH0914491A publication Critical patent/JPH0914491A/en
Pending legal-status Critical Current

Links

Landscapes

  • Float Valves (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a water discharge device which discharges water inside a reservoir at once by the use of a float for effective cleaning the inside portion of a water discharge system. SOLUTION: A water discharge device is composed of a reservoir body 1 having a discharge port 7 and an inflow port 11, a float 2 fitted to the discharge port 7, valve raising floats 3a, 3b connected to the float 2 through a string-like member 4, and a partitioning body 5 which is arranged between the float 2 and the floats 3a, 3b for separating them from each other. The float 2 serves as a valve body for closing the discharge port 7, and discharged water is stored inside the reservoir body 1. When a level of the discharged water rises, floating force is generated on the valve raising floats 3a, 3b. The float 2 is then separated from the discharge port 7 for discharging the stored water. When the water is flowed out, the float 2 is fitted to the discharge port 7 by means of the string-line member 4, and the discharged water is stored again inside the reservoir body 1.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、下水や雑排水等の
処理設備その他へ導く排水系に使用される排水装置に関
し、さらに詳しくは排水そのものを利用して、排水系の
内部を効率よく清掃することが出来る排水装置に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage device used in a drainage system that leads to treatment equipment such as sewage and sewage, and the like. The present invention relates to a drainage device that can be used.

【0002】[0002]

【従来の技術】下水や雑排水等の排水を処理設備その他
の目的地へ導くためには、従来、下水管等の排水系に排
水を流入させ、その内部を自然流にて、目的地に到達さ
せるようにしているのが一般的である。しかし、この下
水管等の排水系においては、排水に含まれる塵介等が内
部に沈滞したり、あるいはし尿等の粘着物が内壁に付着
して目詰まりを起こすという問題がある。これらの問題
を解決したものとして、「排水系の清掃方法及びその装
置」(特開平3−293443号)や「排水系の清掃装
置」(特開平5−33383号)等が開示されている。
これらの装置は、サイフォンの原理を応用したものであ
り、一時的に貯留された排水が一定量を越えると、サイ
フォン現象が起こり、一度に下水管の排水系へ流出させ
られ、その勢いと水量によって、下水管の内部を洗い流
して清掃することができるというものである。
2. Description of the Related Art Conventionally, in order to guide wastewater such as sewage or miscellaneous wastewater to a treatment facility or other destination, the wastewater is introduced into a drainage system such as a sewer pipe, and the inside is naturally flowed to the destination. It is general to make it reach. However, in the drainage system such as the sewer pipe, there is a problem that dusts and the like contained in the drainage are stagnated inside, or sticky matters such as human waste adhere to the inner wall to cause clogging. As a solution to these problems, a "drainage system cleaning method and its device" (JP-A-3-293443) and a "drainage system cleaning device" (JP-A-5-33383) are disclosed.
These devices apply the siphon principle, and when the temporarily stored wastewater exceeds a certain amount, a siphon phenomenon occurs and it is discharged to the drainage system of the sewer pipe at a time, and the momentum and the amount of water. By doing so, the inside of the sewer can be washed away and cleaned.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
ような排水系の清掃装置におけるサイフォン原理の応用
には、サイフォン構造の越流部空間において、貯留され
た排水の水位上昇がある程度急激であることが必要とさ
れ、貯槽への排水の流入量がある流量以下では、サイフ
ォン現象が起こらないという問題があった。またサイフ
ォン現象を起こす場合、サイフォン構造の越流部空間
を、流入量に見合った適切な高さ以下としなければなら
ないという制限があり、通過させることのできる排水の
流量に限界が生じてしまう。このように、通過可能な排
水量に限界があるということは、管内の清掃能力に限界
があるということであり、大量流入時の閉塞原因にも繋
がり、清掃効果が得られないという問題もあった。
However, in the application of the siphon principle in the above-described drainage system cleaning device, in the overflow space of the siphon structure, the rise of the water level of the stored drainage is rapid to some extent. Was required, and there was a problem that the siphon phenomenon does not occur at a flow rate below a certain flow rate into the storage tank. In addition, when the siphon phenomenon occurs, there is a limitation that the overflow space of the siphon structure must have a height equal to or lower than an appropriate height corresponding to the inflow amount, and the flow rate of drainage that can be passed through is limited. In this way, the fact that there is a limit to the amount of drainable water means that there is a limit to the cleaning capacity inside the pipe, which also leads to a cause of blockage when a large amount of inflow occurs, and there is also a problem that a cleaning effect cannot be obtained. .

【0004】本発明は、上記のような従来技術の問題点
に着目して成されたものであり、その目的は、貯槽内に
貯留された排水を、一気に排出させ、その勢いと水量に
より、排水系の内部を効率よく清掃することができる排
水装置を提供することである。
The present invention has been made by paying attention to the problems of the prior art as described above, and the purpose thereof is to discharge the waste water stored in the storage tank at a stretch, and according to its momentum and the amount of water, An object of the present invention is to provide a drainage device capable of efficiently cleaning the inside of the drainage system.

【0005】[0005]

【課題を解決するための手段】上記の課題は、本発明に
よれば、底部に排出口を上部に流入口を備えた貯槽本体
と、該貯槽本体内に設けられ前記排出口に嵌合される弁
用浮き子と、該弁用浮き子と糸状物で連結され前記貯槽
本体内で該弁用浮き子の上方に位置する弁引上げ用浮き
子と、前記弁用浮き子と弁引上げ用浮き子との間に配置
され該両浮き子を隔離する区画体とからなり、前記弁引
上げ用浮き子の比重は、弁引上げ用浮き子の有する浮力
が弁用浮き子に加わる下向きの水圧力と弁用浮き子及び
弁引上げ用浮き子の全重量との和よりも大きくなるよう
設定されていることを特徴とする排水装置によって、達
成される。
According to the present invention, there is provided a storage tank main body having a discharge port at the bottom and an inflow port at the top, and a storage unit provided in the storage unit and fitted to the discharge port. A valve float, a valve lifting float that is connected to the valve float by a filamentous material and is located above the valve float in the storage tank main body, and the valve float and the valve lifting float. And a partitioning body that is disposed between the float and the float to separate the floats from each other. It is achieved by a drainage device characterized by being set to be larger than the total weight of the valve float and the valve lift float.

【0006】[0006]

【発明の実施の形態】本発明の実施の形態を図面を参照
して説明する。図1において、1は、貯槽本体であり、
底部を形成する貯槽台12の中央部には排出口7が設け
られ、該排出口7の周面部にはゴム製パッキン6が貯槽
台12に水密性を保つように接着、固定されている。
又、貯槽本体1の側部を形成する筒状部8は、Oリング
13を介して貯槽台12の周囲に嵌合されており、該筒
状部8の上部側壁には、排水が流入する流入口11が設
けられ、該筒状部8の上面には、蓋部14が設けられて
いる。流入口11から貯槽内へ空気の混入がない場合
は、適宜、蓋部14に空気孔を設ける必要がある。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described with reference to the drawings. In FIG. 1, 1 is a storage tank main body,
A discharge port 7 is provided at the center of the storage tank base 12 forming the bottom portion, and a rubber packing 6 is adhered and fixed to the storage tank base 12 on the peripheral surface of the discharge base 7 so as to maintain watertightness.
Further, the tubular portion 8 forming the side portion of the storage tank main body 1 is fitted around the storage tank base 12 via the O-ring 13, and drainage flows into the upper side wall of the tubular portion 8. An inflow port 11 is provided, and a lid portion 14 is provided on the upper surface of the tubular portion 8. If air is not mixed into the storage tank from the inflow port 11, it is necessary to appropriately provide an air hole in the lid portion 14.

【0007】2は、中空状の弁用浮き子であり、排水が
貯留される初期の段階において、それ自体が浮遊しない
重さ並びに体積を備え、排出口7に固定されたゴム製パ
ッキン6と密着するように設けられており、排出口7と
後記区画体5の下部の間で浮遊できるように配置されて
いる。本実施例では、弁用浮き子2の内部に、貯留の初
期段階に弁用浮き子2の浮遊をおさえるためと、貯留さ
れた排水の排出後、弁用浮き子2を排出口7の正常な位
置に導く目的で、一種の重りとして、水が少量注入され
ている。このようにした方が良好な作動が得られる。
Reference numeral 2 denotes a hollow valve float, which has a weight and a volume such that the float itself does not float in the initial stage of drainage storage and is fixed to the discharge port 7 by a rubber packing 6. They are provided in close contact with each other and are arranged so as to be able to float between the discharge port 7 and the lower portion of the partition body 5 described later. In the present embodiment, in order to suppress the floating of the valve float 2 inside the valve float 2 in the initial stage of storage, after the stored drainage is discharged, the valve float 2 is normally placed in the discharge port 7. A small amount of water is infused as a kind of weight for the purpose of guiding it to various positions. In this way, better operation can be obtained.

【0008】3は、弁用浮き子2を引き上げるための弁
引上げ用浮き子であり、後記区画体5を隔てて該区画体
5の上方に備えられ弁用浮き子2と隔離され、弁用浮き
子2と糸状物4で連結されている。弁引上げ用浮き子3
が有する浮力は、弁用浮き子2に加わる下向きの水圧力
と弁用浮き子2及び弁引上げ用浮き子3の全重量との和
よりも大きくなるように設定する必要がある。弁引上げ
用浮き子3の設け方は、特に限定されず、1個或いは複
数個設けても良く、適宜選択して設けることができる。
本実施例の弁引上げ用浮き子3は、弁用浮き子2と同じ
形状、大きさのもの4個で形成されており、液面の上昇
に対して、該浮力が段階的に上昇するように設けられて
いる。すなわち、4個設けられた内、2個の浮き子3
b,3bは水平方向にステンレス鋼製のネジ17で結
合、固定され、その中間位置に残りの2個の浮き子3
a,3aが移動自在となるように離間して糸状物4aで
連結されており、同中間位置に弁用浮き子2が糸状物4
を介して連結されている。弁用浮き子2及び弁引上げ用
浮き子3の各々の浮き子は、排水の比重よりも小さくな
ければならず、本発明ではポリエチレン製の断面楕円形
の中空状浮き子を使用しているが、重量を伴わない中実
品等でもよく、特に限定されるものではない。
Reference numeral 3 denotes a valve lifting float for lifting the valve float 2, which is provided above the partition 5 across a partition 5 and is separated from the valve float 2 to be used for the valve. The float 2 and the thread 4 are connected. Float for lifting valve 3
Buoyancy must be set to be larger than the sum of the downward water pressure applied to the valve float 2 and the total weight of the valve float 2 and the valve lift float 3. The method for providing the valve lifting float 3 is not particularly limited, and one or a plurality of valves may be provided, and it may be appropriately selected and provided.
The valve lifting float 3 of this embodiment is formed of four pieces having the same shape and size as the valve float 2, and the buoyancy is increased stepwise as the liquid level rises. It is provided in. That is, of the four provided, two floats 3
b and 3b are horizontally joined and fixed by a screw 17 made of stainless steel, and the remaining two floats 3 are provided at an intermediate position between them.
a and 3a are movably separated from each other and connected by a thread 4a, and the valve float 2 is provided at the intermediate position with the thread 4a.
Are connected via The floats of the valve float 2 and the valve lifter 3 must be smaller than the specific gravity of the drainage. In the present invention, a polyethylene-made oval cross-section float is used. However, it may be a solid product without weight and is not particularly limited.

【0009】このような構成にすることにより、貯槽内
の液面上昇によって弁引上げ用浮き子3が弁用浮き子2
を引き上げ、排出口7から弁用浮き子2を離脱させるこ
とができる。参考までに、弁引上げ用浮き子3の浮力が
十分に大きく、一時に浮力が作用した場合、弁用浮き子
2は弁引上げ用浮き子3によって瞬間的に大きく引き上
げられるが、弁用浮き子2と排出口7との間に隙間が生
じて、そこから貯留された排水が排出され、その排水量
に相当する分の液面降下が直ちに起こり、弁引上げ用浮
き子3の浮力が減じて、弁用浮き子2を離脱させること
ができなくなる場合がある。従って前記したごとく、弁
引上げ用浮き子3は、液面上昇に対して、浮力が段階的
に上昇するように、設定することが望ましい。
With such a construction, the valve lifting float 3 becomes the valve float 2 due to the rise of the liquid level in the storage tank.
And the valve float 2 can be detached from the discharge port 7. For reference, when the buoyancy of the valve lifting float 3 is sufficiently large and the buoyancy acts at one time, the valve buoy 2 is instantly greatly lifted by the valve lifting buoy 3, but the valve buoy A gap is created between the discharge port 2 and the discharge port 7, the stored drainage is discharged from the gap, the liquid level immediately drops by an amount corresponding to the drainage amount, and the buoyancy of the valve lifting float 3 decreases, In some cases, the valve float 2 cannot be removed. Therefore, as described above, it is desirable that the valve lifting float 3 be set so that the buoyancy increases stepwise as the liquid level rises.

【0010】4は、弁用浮き子2と弁引上げ用浮き子3
とを連結する糸状物であり、本実施例ではマルチフィラ
メント型の繊維質ポリエチレンを使用しているが、棒状
又はゴム状物以外で、高弾性低伸縮のものであれば特に
限定されない。また、その長さをある範囲内において、
適宜変えることにより、排水の貯水量を調整することが
可能である。即ち、糸状物4の長さは、排水が貯槽内に
貯留され、弁引上げ用浮き子3の浮力増加により糸状物
4が伸びきった状態の液面水位において、弁引上げ用浮
き子3の有する浮力が、弁用浮き子2に加わる下向きの
水圧力並びに弁用浮き子2及び弁引上げ用浮き子3の全
重量と均一になり、平衡点を持つように、設定する。な
お、本実施例においては、平衡点となる液面水位hを次
式により概算して求め、これに基づいて糸状物4の長さ
を決定した。 h=M/{ρ(Ab −Ap )} M:弁用浮き子2と弁引上げ用浮き子3の全重量 ρ:排水の比重 Ab :弁引上げ用浮き子3の断面積 Ap :弁用浮き子2の下向きの水圧を受ける部分の断面
Reference numeral 4 denotes a valve float 2 and a valve lifter 3
Although a multifilament type fibrous polyethylene is used in this embodiment, it is not particularly limited as long as it has a high elasticity and a low expansion and contraction, other than a rod-shaped or rubber-like material. Also, within a certain range of its length,
It is possible to adjust the amount of waste water stored by making appropriate changes. That is, the length of the filamentous material 4 is such that the drainage is stored in the storage tank, and the filamentous material 4 has the liquid level water level in a state where the filamentous material 4 is fully extended due to the increase in the buoyancy of the valve fabricating float 3. The buoyancy is set so that it becomes uniform with the downward water pressure applied to the valve float 2 and the total weight of the valve float 2 and the valve lift float 3 and has an equilibrium point. In this example, the liquid surface water level h, which is the equilibrium point, was calculated by the following equation, and the length of the filamentous material 4 was determined based on this. h = M / {ρ (A b −A p )} M: Total weight of the valve float 2 and the valve lifting float 3 ρ: Specific gravity of drainage A b : Cross-sectional area of the valve lifting float 3 A p : Cross-sectional area of the portion of the valve float 2 that receives downward water pressure

【0011】5は、貯槽台12に固定され、図4に示す
ように、側面部が切欠かれた円筒状の支持台9と、該支
持台9の上部に設けられた後記軸芯調整板10からなる
区画体である。区画体5は、弁用浮き子2と弁引上げ用
浮き子3の移動空間を区画するものであり、弁用浮き子
2の上昇と弁引上げ用浮き子3の下降をストップさせる
役目をしている。区画体5の高さは、特に限定されない
が、少なくとも弁用浮き子2が排出口7から離脱し、糸
状物4を緩めて、浮上できる高さにする。(図2参照)
The reference numeral 5 is fixed to a storage tank base 12, and as shown in FIG. 4, a cylindrical support base 9 whose side surface is notched, and an after-mentioned axial center adjusting plate 10 provided on the support base 9. It is a partition consisting of. The partition body 5 partitions the moving space of the valve float 2 and the valve lift float 3, and serves to stop the rise of the valve float 2 and the drop of the valve lift float 3. There is. The height of the partition body 5 is not particularly limited, but at least the valve float 2 is detached from the discharge port 7, and the filamentous material 4 is loosened to a height at which it can float. (See Fig. 2)

【0012】10は、支持台9の上部に径方向に設けら
れた軸芯調整板である。軸芯調整板10の中央部には、
糸状物4が排出口7の軸芯と略一致するように、該糸状
物4を前記軸芯に保持するための孔16が設けられてい
る。区画体5の設け方は、図5に示されているごとく、
貯槽本体1の筒状部8に直接固定する方法でもよく、特
に限定されるものではない。
Reference numeral 10 denotes an axial center adjusting plate provided on the upper portion of the support base 9 in the radial direction. At the center of the shaft center adjusting plate 10,
A hole 16 for holding the thread 4 on the axis is provided so that the thread 4 substantially coincides with the axis of the discharge port 7. As shown in FIG. 5, how to provide the partition body 5 is as follows.
A method of directly fixing to the tubular portion 8 of the storage tank body 1 may be used and is not particularly limited.

【0013】以下本実施例の作用について説明する。図
1の状態では、弁用浮き子2が弁体となって排出口7を
閉塞し、貯槽内の液面水位が上昇することにより、弁引
上げ用浮き子3に浮力が生じる。この時、弁用浮き子2
の上面には液面水位に相当する下向きの水圧力が加わっ
ており、弁引上げ用浮き子3の浮力と力のバランスが保
たれている。この状態からさらに、排水が流入して液面
が上昇すると、弁引上げ用浮き子3の浮力は弁用浮き子
2に加わる下向きの水圧力を上回り、弁用浮き子2は、
弁引上げ用浮き子3の浮力による上向きの力が増大され
ることによって引き上げられ、排出口7から離脱すると
ともに、貯槽本体1内の区画体5の下部まで浮上して
(図2の状態)、貯留された排水が排出される。
The operation of this embodiment will be described below. In the state shown in FIG. 1, the valve float 2 serves as a valve element to block the discharge port 7 and the liquid surface water level in the storage tank rises, whereby buoyancy is generated in the valve lifting float 3. At this time, the valve float 2
A downward water pressure corresponding to the liquid surface water level is applied to the upper surface of the valve so that the buoyancy and force balance of the valve lifting float 3 are maintained. When the drainage further flows in from this state and the liquid level rises, the buoyancy of the valve lifting float 3 exceeds the downward water pressure applied to the valve float 2, and the valve float 2 becomes
When the upward force due to the buoyancy of the valve lifting float 3 is increased, the valve lifter 3 is lifted and separated from the discharge port 7, and floats up to the lower part of the partition 5 in the storage tank body 1 (state of FIG. 2). The stored wastewater is discharged.

【0014】さらに、貯留された排水の排出により液面
が下降すると、弁引上げ用浮き子3も下降していくが、
該弁引上げ用浮き子3は区画体5の上部で留まり、区画
体5の下部まで浮上した弁用浮き子2が、区画体5の軸
芯上に支持された糸状物4によって、排水の流れに引き
込まれるように排出口7へと誘導され(図3の状態)、
ついには排出口7に嵌合される。
Further, when the liquid level is lowered by discharging the stored drainage, the valve lifting float 3 is also lowered,
The valve lifting float 3 stays at the upper part of the partition 5, and the valve float 2 that has floated to the lower part of the partition 5 is discharged by the thread 4 supported on the axis of the partition 5. Is guided to the discharge port 7 so as to be drawn in (state of FIG. 3),
Finally, the discharge port 7 is fitted.

【0015】上記作用のごとく、貯留された排水を排出
させるためには、弁用浮き子2を引き上げる動力、つま
り弁引上げ用浮き子3の浮力が十分に必要であり、十分
な浮力を得るために、糸状物4が伸びきった状態から、
さらに液面が上昇することが必須の条件である。言い換
えると、貯槽内への流入量が、弁引上げ用浮き子3によ
って弁用浮き子2を引き上げた時点(糸状物4が伸びき
った状態)から弁用浮き子2が浮き上がるまでの間、弁
体の微小開口部15(ゴム製パッキン6と弁用浮き子2
との接点部)から排出される排水量よりも、常に大きく
なっていることが必要である。本実施例では確実に弁用
浮き子2が浮き上がるように、弁引上げ用浮き子3の一
方の2個が移動自在に連結されており、貯槽内の液面上
昇に伴う弁引上げ用浮き子3の浮力と、弁用浮き子2に
加わる水圧力を同程度(浮力上昇変化を若干大きくと
る)に変化させている。
As described above, in order to discharge the stored drainage water, the power for lifting the valve float 2, that is, the buoyancy of the valve pull-up float 3 is required to obtain sufficient buoyancy. From the state where the filamentous material 4 is fully extended,
Furthermore, it is an essential condition that the liquid level rises. In other words, the amount of inflow into the storage tank is from the time when the valve float 2 is pulled up by the valve lifter 3 (the state in which the filament 4 is fully extended) until the valve float 2 floats. Small body opening 15 (rubber packing 6 and valve float 2
It must always be larger than the amount of wastewater discharged from the contact point). In this embodiment, one of the valve lifting floats 3 is movably connected so that the valve lifting float 2 is surely lifted, and the valve lifting float 3 associated with the rise of the liquid level in the storage tank. And the water pressure applied to the valve float 2 are changed to the same degree (the change in buoyancy increase is slightly large).

【0016】なお、本実施例では上記のように弁引上げ
用浮き子のうち2個の浮き子3a,3aが糸状物4aで
ネジ17の中間位置に連結されており、しかも浮き子3
a,3aが浮力を受けて上昇し糸状物4aが伸びきった
状態に移動した時、この浮力が弁用浮き子2にかかる下
向きの力及び全重量の和と平衡するようになっている。
したがって、貯槽内に排水が貯留される時には、まずこ
の移動浮き子3a,3aが上昇し、この浮力と弁用浮き
子2に加わる水圧力とが平衡し、その後に弁引上げ用浮
き子3全体の受ける浮力の増大により、弁用浮き子2が
上昇し完全に排出口7を開くようになる。
In this embodiment, as described above, two floats 3a, 3a of the valve lifting floats are connected to the intermediate position of the screw 17 by the thread 4a, and the float 3
When a and 3a are lifted by buoyancy and moved to the state where the filament 4a is fully extended, this buoyancy is balanced with the downward force applied to the valve float 2 and the sum of all weights.
Therefore, when drainage is stored in the storage tank, first, the moving floats 3a, 3a rise, the buoyancy and the water pressure applied to the valve float 2 are balanced, and then the entire valve lift float 3 is lifted. The increase in the buoyancy received by the valve lifts the valve float 2 and completely opens the discharge port 7.

【0017】さらに、排水が貯槽内に貯留され、弁引上
げ用浮き子3の浮力増加により糸状物4が伸びきった状
態の液面水位において、弁引上げ用浮き子3の有する浮
力が、弁用浮き子2に加わる下向きの水圧力並びに弁用
浮き子2及び弁引上げ用浮き子3の全重量と均一にな
り、平衡点を持つように、糸状物4の長さを設定してい
る。すなわち、浮き子全体に作用する浮力、重力、水圧
力の相対的力関係と貯留された排水の水頭、糸状物4の
長さのバランス調整により、弁引上げ用浮き子3が弁用
浮き子2を引き上げ離脱させることができ、貯槽内に貯
留された排水を、一度に排出させることが可能となる。
Further, the drainage is stored in the storage tank, and the buoyancy of the valve lifting float 3 is used for the valve at the liquid level when the filament 4 is fully extended by the increase of the buoyancy of the valve lifting float 3. The length of the filamentous material 4 is set so as to be uniform with the downward water pressure applied to the float 2 and the total weight of the valve float 2 and the valve lift float 3 and to have an equilibrium point. That is, by adjusting the balance between the relative forces of buoyancy acting on the entire float, gravity, and water pressure, the head of the stored drainage, and the length of the filamentous material 4, the valve lifting float 3 becomes the valve float 2. It is possible to pull up and disengage, and the drainage stored in the storage tank can be discharged at once.

【0018】また、従来の技術では、サイフォン現象を
起こすためにサイフォン構造の越流部空間において、貯
留された排水の水位上昇がある程度急激であることが必
要であったが、本実施例ではその必要はなく、浮き子を
用いたことにより、弁引上げ用浮き子3を浸漬させるた
めの水位上昇でよく、即ち、その貯槽内への排水の流入
量は、従来技術に比較してかなり少量でも、効率的にか
つ確実に排出させることができる。
Further, in the prior art, in order to cause the siphon phenomenon, it was necessary to raise the water level of the stored wastewater to a certain extent in the overflow space of the siphon structure. It is not necessary to use the float, and thus the water level can be raised to immerse the valve lifting float 3, that is, even if the amount of drainage flowing into the storage tank is considerably smaller than that in the prior art. It can be discharged efficiently and surely.

【0019】図5は、本発明の他の実施例を示す排水装
置である。弁用浮き子2を引き上げるための弁引上げ用
浮き子は、弁用浮き子2と同じ断面積の下段部3aと該
断面積よりも一回り大きい断面積の上段部3bとが円筒
状に二段に一体的に形成されており、弁用浮き子2と区
画体5で隔てられ、糸状物4で連結されている。
FIG. 5 is a drainage device showing another embodiment of the present invention. The valve lifting float for lifting the valve float 2 has a cylindrical shape having a lower step portion 3a having the same cross-sectional area as the valve float 2 and an upper step portion 3b having a cross-sectional area slightly larger than the cross-sectional area. It is formed integrally with the step, is separated from the valve float 2 by the partition body 5, and is connected by the thread 4.

【0020】上記のような構成にすることにより、液面
上昇に伴う弁引上げ用浮き子3の浮力と弁用浮き子2が
受ける水圧力が同程度に変化し、液面の上昇をさらに高
めることができ、弁用浮き子2が浮上しやすくなる。作
用については、前実施例と同じであるので、省略する。
With the above-mentioned structure, the buoyancy of the valve lifting float 3 and the water pressure received by the valve float 2 are changed to the same extent as the liquid level rises, and the rise of the liquid level is further enhanced. Therefore, the valve float 2 is easily floated. The operation is the same as that of the previous embodiment, and will be omitted.

【0021】[0021]

【発明の効果】本発明は弁用浮き子と弁引上げ用浮き子
とからなる一対の浮き子を利用して貯槽内部に一種の弁
機構を形成しているので、貯槽内に貯留された排水を、
一気に排出させることが繰り返し行われ、その勢いと水
量により、排水系の内部を効率よく清掃することができ
る。また、貯槽内への排水の流入量が、従来技術のサイ
フォン構造に比べ、かなり少量でも、貯留された排水を
確実にかつ一気に排出させることができ、一層効率化し
た排出装置が提供できる。さらに、弁引上げ用浮き子は
二段階に作動するようになっているため、弁用浮き子が
弁引上げ用浮き子により瞬間的に大きく引上げられそれ
に伴う瞬間的な液面降下により弁引上げ用浮き子の浮力
が減少するということがなくなる。これにより弁用浮き
子の排出口からの離脱が確実となる。
According to the present invention, since a kind of valve mechanism is formed inside a storage tank by utilizing a pair of floats consisting of a valve float and a valve lifting float, the drainage stored in the tank is drained. To
It is repeatedly discharged all at once, and the inside of the drainage system can be efficiently cleaned depending on the momentum and the amount of water. Further, even if the amount of drainage flowing into the storage tank is considerably smaller than that of the conventional siphon structure, the stored drainage can be discharged reliably and at a stretch, and a more efficient drainage device can be provided. Furthermore, since the valve lifting float operates in two stages, the valve lifting float is momentarily greatly lifted by the valve lifting float, and the instantaneous liquid drop causes the valve lifting float to move. The buoyancy of the child will not decrease. This ensures that the valve float is removed from the discharge port.

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

【図1】本発明における排水装置の一実施例で、弁用浮
き子が浮き上がる直前の状態を示す部分断面図である。
FIG. 1 is a partial cross-sectional view showing a state immediately before a valve float rises in an embodiment of a drainage device according to the present invention.

【図2】同じく、弁用浮き子が浮き上がり、液面が下降
している状態を示す部分断面図である。
FIG. 2 is likewise a partial cross-sectional view showing a state in which the valve float is lifted and the liquid level is lowered.

【図3】同じく、弁用浮き子が排出口に嵌合される直前
の状態を示す部分断面図である。
FIG. 3 is a partial cross-sectional view showing a state immediately before the valve float is fitted into the discharge port.

【図4】図1における区画体5の斜視図である。FIG. 4 is a perspective view of a partition body 5 in FIG.

【図5】本発明における排水装置の他の実施例を示す部
分断面図である。
FIG. 5 is a partial cross-sectional view showing another embodiment of the drainage device in the present invention.

【符号の説明】[Explanation of symbols]

1…貯槽本体 2…弁用浮き子 3…弁引上げ用浮き子 4…糸状物 5…区画体 6…ゴム製パッキン 7…排出口 8…筒状部 9…支持台 10…軸芯調整板 11…流入口 12…貯槽台 13…Oリング 14…蓋部 15…微小開口部 16…孔 17…ネジ DESCRIPTION OF SYMBOLS 1 ... Storage tank main body 2 ... Valve float 3 ... Valve lift float 4 ... Filament 5 ... Compartment 6 ... Rubber packing 7 ... Discharge port 8 ... Cylindrical part 9 ... Support 10 ... Shaft core adjustment plate 11 ... Inlet 12 ... Storage stand 13 ... O-ring 14 ... Lid 15 ... Micro opening 16 ... Hole 17 ... Screw

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 底部に排出口(7)を上部に流入口(1
1)を備えた貯槽本体(1)と、該貯槽本体(1)内に
設けられ前記排出口(7)に嵌合される弁用浮き子
(2)と、該弁用浮き子(2)と糸状物(4)で連結さ
れ前記貯槽本体(1)内で該弁用浮き子(2)の上方に
位置する弁引上げ用浮き子(3)と、前記弁用浮き子
(2)と弁引上げ用浮き子(3)との間に配置され両浮
き子(2)(3)を隔離する区画体(5)とからなり、
前記弁引上げ用浮き子(3)の比重は、弁引上げ用浮き
子(3)の有する浮力が弁用浮き子(2)に加わる下向
きの水圧力と弁用浮き子(2)及び弁引上げ用浮き子
(3)の全重量との和よりも大きくなるよう設定されて
いることを特徴とする排水装置。
1. An outlet (7) at the bottom and an inlet (1) at the top.
1) A storage tank main body (1), a valve float (2) provided in the storage tank main body (1) and fitted to the discharge port (7), and the valve float (2) A valve lifting float (3) located above the valve float (2) in the storage tank body (1) and connected by a thread (4), and the valve float (2) and the valve. And a partitioning body (5) arranged between the lifting float (3) and separating the floats (2) and (3),
The specific gravity of the valve lifting float (3) is such that the buoyancy of the valve lifting float (3) is applied to the valve float (2) downward water pressure and the valve float (2) and the valve lift. A drainage device, characterized in that it is set to be larger than the sum of the total weight of the float (3).
【請求項2】 前記糸状物(4)が前記区画体(5)に
より前記排出口(7)の軸芯上に支持されている請求項
1に記載の排水装置。
2. The drainage device according to claim 1, wherein the filamentous material (4) is supported on the axis of the discharge port (7) by the partition body (5).
【請求項3】 前記糸状物(4)の長さは、前記弁引上
げ用浮き子(3)に加わる浮力が前記弁用浮き子(2)
に加わる下向きの水圧力と前記弁用浮き子(2)及び弁
引上げ用浮き子(3)の全重量との和に等しくなった時
に伸びきるように設定されている請求項1に記載の排水
装置。
3. The length of the filament (4) is such that the buoyancy applied to the valve lifting float (3) is the valve float (2).
The drainage according to claim 1, wherein the drainage is set to extend when it becomes equal to the sum of the downward water pressure applied to the valve and the total weight of the valve float (2) and the valve lifting float (3). apparatus.
【請求項4】 前記弁引上げ用浮き子(3)は、該浮き
子(3)の浮力が前記弁用浮き子(2)に加わる下向き
の水圧力と前記弁用浮き子(2)及び弁引上げ用浮き子
(3)の全重量との和に平衡する平衡浮力形成部分(3
a)と、前記平衡浮力より大きな浮力を生じる過剰浮力
形成部分(3b)とからなっている請求項1に記載の排
水装置。
4. The valve lifting float (3) has a downward water pressure applied to the valve float (2) by the buoyancy of the float (3) and the valve float (2) and the valve. Equilibrium buoyancy forming portion (3) that is in equilibrium with the total weight of the lifting float (3)
The drainage device according to claim 1, comprising a) and an excessive buoyancy forming portion (3b) that produces a buoyancy larger than the equilibrium buoyancy.
【請求項5】 前記平衡浮力形成部分が、糸状物(4
a)で所定個所に連結された浮き子(3a)であり、該
浮き子(3a)が浮力を受けて上昇し前記糸状物(4
a)が伸びきった時該浮力が弁用浮き子(2)にかかる
下向きの力と弁用浮き子(2)と弁引上げ用浮き子
(3)の全重量との和に平衡するようになっている、移
動浮き子である請求項4に記載の排水装置。
5. The filamentous material (4)
a) a float (3a) connected to a predetermined position in a), the float (3a) is lifted by receiving buoyancy, and the filament (4)
When a) is fully extended, the buoyancy is balanced by the downward force applied to the valve float (2) and the total weight of the valve float (2) and the valve lifting float (3). The drainage device according to claim 4, which is a moving float.
【請求項6】 前記平衡浮力形成部分が前記弁引上げ用
浮き子の下部に位置し上部(3b)より径の小さい小径
部分(3a)からなる請求項4に記載の排水装置。
6. The drainage device according to claim 4, wherein the equilibrium buoyancy forming portion is formed of a small diameter portion (3a) located at a lower portion of the valve lifting float and having a smaller diameter than an upper portion (3b).
JP16957295A 1995-07-05 1995-07-05 Water discharge device Pending JPH0914491A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16957295A JPH0914491A (en) 1995-07-05 1995-07-05 Water discharge device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16957295A JPH0914491A (en) 1995-07-05 1995-07-05 Water discharge device

Publications (1)

Publication Number Publication Date
JPH0914491A true JPH0914491A (en) 1997-01-14

Family

ID=15888968

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16957295A Pending JPH0914491A (en) 1995-07-05 1995-07-05 Water discharge device

Country Status (1)

Country Link
JP (1) JPH0914491A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007315445A (en) * 2006-05-24 2007-12-06 Chugoku Electric Power Co Inc:The Liquid sealed drain trap
JP2013002402A (en) * 2011-06-20 2013-01-07 Tmc System Kk Compressed air generator

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007315445A (en) * 2006-05-24 2007-12-06 Chugoku Electric Power Co Inc:The Liquid sealed drain trap
JP2013002402A (en) * 2011-06-20 2013-01-07 Tmc System Kk Compressed air generator

Similar Documents

Publication Publication Date Title
US6730222B1 (en) Hydrodynamic vortex separator
JP3828935B2 (en) Method and apparatus for scooping a floating surface layer from a water surface
JP4248141B2 (en) Method and apparatus for separating filth floating on water
JP4406521B2 (en) A device that collects substances floating in certain water areas
US4684467A (en) Oil separator
JPH0718714A (en) Liquid level control valve device
US8591148B2 (en) Multi-rate flow control system for a detention pond
US3923649A (en) Floating clarifier mechanism and method
EP1167848B1 (en) Double funnel float valve
US20110259803A1 (en) Method and apparatus for skimming floated sludge
JPH0914491A (en) Water discharge device
JP2003527956A (en) Apparatus for separating liquid surface layer
US6814863B2 (en) Radial flow septic tank
CA2360859C (en) Flushing apparatus and method thereof
BE1012866A3 (en) Floating decanteertoestel for treatment plant.
JPH06510480A (en) Device for extracting purified wastewater from a circular tank
GB2270009A (en) Liquid discharge device
JPH1119635A (en) Flow rate regulator
JPH0889982A (en) Method for cleaning floating filter medium for biological filter
RU2019304C1 (en) Discharging devices for pneumatically-operated flotation apparatuses
US4963252A (en) Decanter device
JPH03109906A (en) Supernatant water discharger
SU1245342A1 (en) Apparatus for separating materials
JP2002294790A (en) Device for automatically discharging fixed quantity of water
JP2001079585A (en) Supernatant discharge device