JPH0739705A - Drainage apparatus - Google Patents

Drainage apparatus

Info

Publication number
JPH0739705A
JPH0739705A JP18519393A JP18519393A JPH0739705A JP H0739705 A JPH0739705 A JP H0739705A JP 18519393 A JP18519393 A JP 18519393A JP 18519393 A JP18519393 A JP 18519393A JP H0739705 A JPH0739705 A JP H0739705A
Authority
JP
Japan
Prior art keywords
cylinder member
water
outer cylinder
drainage
inner cylinder
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
JP18519393A
Other languages
Japanese (ja)
Inventor
Masaharu Onishi
正治 尾西
Shuji Yamaji
周次 山地
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.)
Yondenko Corp
Original Assignee
Yondenko 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 Yondenko Corp filed Critical Yondenko Corp
Priority to JP18519393A priority Critical patent/JPH0739705A/en
Publication of JPH0739705A publication Critical patent/JPH0739705A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To control surely the amt. of discharge of water by a simple and inexpensive structure. CONSTITUTION:A double cylinder body 1 consisting of an outer cylinder member 2 wherein an opening part 11 is provided on the outer peripheral wall and an inner cylinder member 3 wherein an opening part 15 is provided on the outer peripheral wall 3a and which is connected with a water discharging pipe 6 is arranged under a condition where the axial direction is directed in the up and down direction in a water tank 5 and the movement in the up and down direction is controlled and the outer cylinder member 2 and the inner cylinder member 3 can be rotated relatively by means of a driving means 23. In addition, the opening parts 11 and 15 are superposed on each other with these relative movement to realize a superposed communicating condition where the inside of a water tank C and a water discharging pipe 6 are made to communicate with each other through the superposed part 35 and a communication inhibited condition where these become unsuperposed and communication between the inside of the water tank C and the water discharging pipe 6 is inhibited and under the superposed communicating condition, the lower end position 35a of the superposed part 35 is changed in the up and down direction with relative rotation between the outer cylinder member 2 and the inner cylinder member 3.

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、水位の低下に拘わらず
水面側から順次排水し得るようにした排水装置、例え
ば、汚水処理施設等において沈澱槽の上澄水の排水等に
使用され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 capable of sequentially draining water from the water surface side regardless of a drop in water level, for example, drainage used for draining supernatant water of a sedimentation tank in a wastewater treatment facility or the like. It relates to the device.

【0002】[0002]

【従来の技術】従来より汚水処理施設における処理方法
の一つとして回分処理法が知られており、特にこの回分
処理法においては、汚水を四つの処理過程を経ることで
処理するようになっている。即ち、水槽(処理槽)内へ汚
水を流入せしめる流入過程と、水槽内の汚水中に空気を
噴出させて曝気を行う曝気過程と、曝気完了後、所定時
間放置して汚水中の汚泥を水槽底部に沈澱させ、水槽上
部に上澄水を浮上させる沈澱過程と、水槽上部の上澄水
を排出し、次回の流入過程に備える排水過程とを所定間
隔で繰り返すことで連続的に汚水処理を行なわしめるの
が通例である。
2. Description of the Related Art Conventionally, a batch treatment method has been known as one of the treatment methods in sewage treatment facilities, and particularly in this batch treatment method, sewage is treated by passing through four treatment steps. There is. That is, the inflow process of inflowing sewage into the water tank (treatment tank), the aeration process of ejecting air into the sewage water in the water tank to perform aeration, and the sludge in the sewage water is allowed to stand for a predetermined time after completion of the aeration. Sewage treatment can be performed continuously by repeating the precipitation process of settling at the bottom and floating the supernatant water above the water tank, and discharging the supernatant water above the water tank and discharging the water in preparation for the next inflow process at predetermined intervals. Is customary.

【0003】この汚水処理過程の中で、特に排水過程に
おいては、水槽底部に沈澱している汚泥をそのままにし
て、汚泥層の上側にある清澄な上澄水のみを確実に排出
させる必要上、該上澄水の排出に際しては、排水に伴う
水位低下に拘わらず上澄水をその水面側から且つこれを
かき混ぜて汚泥を浮遊させることなく静かに排出するこ
とが要求される。
In this wastewater treatment process, particularly in the drainage process, it is necessary to leave the sludge settling at the bottom of the water tank as it is and to discharge only the clear supernatant water above the sludge layer. When discharging the supernatant water, it is required that the supernatant water is gently discharged from the water surface side and agitating the supernatant water without floating the sludge, regardless of the decrease in the water level accompanying the drainage.

【0004】かかる要求に応える排水装置として、従来
一般には浮力により水面上に浮かぶフロートに、排水管
に連通する集水口を設け、排水に伴う水位変化に拘わら
ず常時水面近傍から集水しこれを排出させるようにした
所謂フロート式排水装置が知られている。そして、この
場合、常時集水口が水面下にあると曝気過程において汚
水中に浮遊する汚泥が排出されるおそれがあることか
ら、フロートの浮力を増減調整可能とし、曝気過程にお
いてはフロートを大きく浮き上がらせて集水口を水面上
に位置させるのが一般的である。
As a drainage device that responds to such demands, a float that floats above the water surface by buoyancy generally has a water collecting port that communicates with a drainage pipe, and constantly collects water from near the water surface regardless of the change in water level due to drainage. There is known a so-called float type drainage device configured to discharge. In this case, since the sludge floating in the wastewater may be discharged during the aeration process if the water intake is always below the surface of the water, it is possible to increase or decrease the buoyancy of the float, and the float floats significantly during the aeration process. In general, the water collecting port is generally located above the water surface.

【0005】[0005]

【発明が解決しようとする課題】ところが、このような
フロート式排水装置においては、次に述べるような種々
の問題が既てより指摘されている。
However, in such a float type drainage device, various problems as described below have already been pointed out.

【0006】第1に、通常、汚水処理の上記各過程はタ
イマー制御により制御され、例えば、排水過程において
は、沈澱過程の終了後、所定時間をかけて上澄水の排出
を行うが、この排水のための所定時間は、上澄水を満水
位から集水限界水位(汚泥層の上面から所定寸法だけ高
い水位であり、汚泥の巻き込み防止の観点から設定され
る)までの総排出水量と、排水装置の時間当たりの排出
能力とに基づいて設定される。しかし、フロート式排水
装置の場合には、集水口が水面下にあってその排水能力
(即ち、時間当たりの排水量)は放流位置と集水口との高
さ寸法で規定される排出水頭に影響されることから、タ
イマー制御による排水制御では、目標の総排出水量と上
記所定時間内における実際の総排出水量とを一致させる
ことが比較的難しく、例えば、所定時間の排水作業によ
り水位が集水限界水位よりも低下するということも起こ
り得るものであり、特にかかる場合にはフロートの下動
を集水限界水位において強制的に停止させるストッパー
機構を必要とし、これを設けない場合には汚泥の一部が
排出されることとなり好ましくない。
First, each of the above-mentioned steps of wastewater treatment is usually controlled by a timer control. For example, in the drainage process, the supernatant water is discharged over a predetermined time after the completion of the precipitation process. The specified time for clear water is the total amount of discharge water from the full water level of the clear water to the collection water limit level (the water level that is higher than the upper surface of the sludge layer by a predetermined dimension and is set from the viewpoint of preventing the inclusion of sludge), and the drainage. It is set based on the discharge capacity of the device per hour. However, in the case of a float type drainage system, the drainage port is below the water surface and its drainage capacity is
(That is, the discharge amount per hour) is affected by the discharge head defined by the height of the discharge position and the water collection port.Therefore, in the discharge control by timer control, the target total discharge amount and It is relatively difficult to match the actual total amount of discharged water, and for example, it is possible that the water level will drop below the catchment limit water level due to drainage work for a predetermined time. A stopper mechanism for forcibly stopping the movement at the water collection limit water level is required. If this is not provided, some of the sludge will be discharged, which is not preferable.

【0007】第2に、フロートは水位の変化に伴って上
下方向に移動することから、該フロートに設けた集水口
と水槽側に固定された排水管とを接続する接続管路は、
水位の変化に追従し得るように、これをフレキシブルホ
ースで構成したり、あるいはこれを剛体管で構成する場
合にはその途中に回転継手を設けることが必要であり、
また、水面に対する集水口の相対位置を常時適正に保持
する必要上、水位の変化に伴って上下動するフロートの
姿勢を適正に維持するためのガイド機構を併置すること
も必要であり、これらの結果、排水装置のコストが高く
つくことになる。
Secondly, since the float moves up and down as the water level changes, the connecting pipe line connecting the water collecting port provided on the float and the drain pipe fixed to the water tank side is
In order to be able to follow changes in water level, it is necessary to provide a rotary joint in the middle of this if it is made of a flexible hose, or if it is made of a rigid pipe.
In addition, since it is necessary to always maintain the relative position of the water collecting port appropriately with respect to the water surface, it is also necessary to provide a guide mechanism for maintaining the posture of the float that moves up and down in accordance with the change in water level. As a result, the cost of the drainage system is high.

【0008】そこで本発明では、簡単且つ安価な構成に
より確実な排水量制御を可能とする排水装置を提供せん
としてなされたものである。
[0008] Therefore, the present invention has been made as a provision of a drainage device capable of reliably controlling the amount of drainage with a simple and inexpensive structure.

【0009】[0009]

【課題を解決するための手段】本願発明ではかかる課題
を解決するための具体的手段として、その外周壁に開口
部を設けた外筒部材と該外筒部材内に相対回動自在に嵌
挿配置されるとともにその外周壁に開口部を設け且つ排
水管に接続された内筒部材とでなる二重筒体を、水槽内
にその軸方向を上下方向に向け且つ上下方向への移動を
規制した状態で配置するとともに、上記外筒部材と内筒
部材とを駆動手段により相対回動せしめ得る如くし、さ
らに上記外筒部材の開口部と内筒部材の開口部を、該外
筒部材と内筒部材との相対回動に伴って、これらが相互
に重合しその重合部分を介して上記水槽内部と上記排水
管とを相互に連通させる重合連通状態と、これらが非重
合となり上記水槽内部と上記排水管との連通を阻止する
連通阻止状態とを現出し、且つ重合連通状態においては
その重合部分の下端位置が該外筒部材と内筒部材との相
対回動に伴って上下方向に変化する如く構成したことを
特徴としている。
In the present invention, as a concrete means for solving such a problem, an outer cylinder member having an opening on its outer peripheral wall and a relatively rotatably fitting fit in the outer cylinder member. A double cylindrical body, which is arranged and has an opening on its outer peripheral wall and an inner cylindrical member connected to the drainage pipe, has its axial direction oriented vertically in the water tank and its movement in the vertical direction is restricted. The outer cylinder member and the inner cylinder member can be relatively rotated by the driving means, and the opening of the outer cylinder member and the opening of the inner cylinder member are connected to each other. Along with the relative rotation with the inner cylinder member, these are polymerized with each other and a polymerization communication state in which the inside of the water tank and the drainage pipe are communicated with each other through the overlapped portion, and these are non-polymerized and the inside of the water tank becomes unpolymerized. And a communication blocking state that blocks communication with the drain pipe. Out, in and polymerization communicated state is characterized in that it has as structure the lower end position of the overlapping portion is changed in the vertical direction with the relative rotation between the outer cylinder member and the inner tubular member.

【0010】[0010]

【作用】本発明ではかかる構成とすることにより、二重
筒体が連通阻止状態に設定された状態においては、該二
重筒体の外筒部材に設けた外側開口部と内筒部材に設け
た内側開口部とが相互に非連通となり水槽内部と排水管
との連通が阻止されることから、例え上記各開口部が水
面下に位置していたとしても該二重筒体を介しての排水
は行なわれない(即ち、汚泥処理施設にあっては、排水
過程以外の過程における状態)。
According to the present invention, with such a configuration, when the double cylinder is set in the communication blocking state, the double cylinder is provided on the outer opening and the inner cylinder of the outer cylinder of the double cylinder. Since the inner opening is not in communication with each other and the communication between the inside of the water tank and the drain pipe is blocked, even if each of the above openings is located below the water surface, No drainage is performed (that is, in a sludge treatment facility, conditions other than the drainage process).

【0011】これに対して、二重筒体の外筒部材と内筒
部材とが駆動手段により相対回動されて重合連通状態と
なると、上記外筒部材の外側開口部と内筒部材のとが重
合しその重合部分を介して水槽内部と排水管とが連通さ
れるため、該水槽内部の水は該重合部分から内筒部材内
部に流入し、排水管から排出される。この場合、上記外
筒部材と内筒部材との相対回動に伴って上記重合部分の
下端位置が上下方向に移動することから、該重合部分の
下端位置が次第に低下する方向に上記外筒部材と内筒部
材とを相対回動させることで、該重合部分を介しての排
水作用を水位低下に追従させて連続的に行うことができ
る。
On the other hand, when the outer cylinder member and the inner cylinder member of the double cylinder body are relatively rotated by the driving means to be in the overlapping communication state, the outer opening of the outer cylinder member and the inner cylinder member are connected to each other. Are polymerized and the inside of the water tank and the drain pipe are communicated with each other through the polymerized portion, so that the water in the water tank flows into the inner tubular member from the polymerized portion and is discharged from the drain pipe. In this case, since the lower end position of the overlapped portion moves in the vertical direction as the outer cylinder member and the inner cylinder member rotate relative to each other, the outer cylinder member gradually decreases in the lower end position. By relatively rotating the inner cylinder member and the inner cylinder member, the drainage action through the overlapping portion can be continuously performed by following the decrease in the water level.

【0012】さらに、この場合、上記重合部分の下端位
置は上記外筒部材あるいは内筒部材の開口部の下端位置
以下に低下することはないことから、排水可能な水位は
上記各開口部の形成位置により一義的に決定され、例え
ば、フロート式排水装置の場合の如く、必要以上に排水
されるということがない。
Further, in this case, since the lower end position of the overlapping portion does not drop below the lower end position of the opening of the outer cylinder member or the inner cylinder member, the water level at which drainage is possible is the formation of each of the openings. It is uniquely determined by the position and is not drained more than is necessary, as is the case, for example, with a float drainage system.

【0013】[0013]

【発明の効果】従って、本発明の排水装置によれば、相
対回動自在とされた外筒部材と内筒部材とからなる二重
筒体を水槽内に配置し、該外筒部材と内筒部材とを駆動
手段により相対回動させることで上記外筒部材と内筒部
材にそれぞれ形成された開口部の重合部分が集水口とし
て機能し、該重合部分を通して排水が行なわれるととも
に、この重合部分の下端位置、即ち、排水限界を規定す
る部位が上記外筒部材と内筒部材との相対回動に伴って
上下方向に移動し上記外筒部材と内筒部材との相対回動
速度を適正に設定することで水槽の水をその水面側から
順に且つ水位の低下に追従して連続的に排出させ得るこ
とから、排水量の制御が容易且つ確実ならしめられるも
のである。
As described above, according to the drainage device of the present invention, the double cylinder body composed of the outer cylinder member and the inner cylinder member which are rotatable relative to each other is disposed in the water tank, and the outer cylinder member and the inner cylinder member are arranged inside the water tank. By relatively rotating the cylindrical member with the driving means, the overlapping portions of the openings formed in the outer cylindrical member and the inner cylindrical member function as water collecting ports, and drainage is performed through the overlapping portions, and the polymerization is performed. The lower end position of the portion, that is, the portion that defines the drainage limit moves in the vertical direction with the relative rotation of the outer cylinder member and the inner cylinder member, and the relative rotation speed of the outer cylinder member and the inner cylinder member is changed. By properly setting, the water in the water tank can be continuously discharged from the water surface side in sequence and following the decrease of the water level, so that the amount of drainage can be easily and reliably controlled.

【0014】また、二重筒体が水槽に対して上下方向へ
の移動が規制された状態で配置されることから、水位の
変化に追従してフロートが上下動する従来のフロート式
排水装置の場合の如くフレキシブルホースとか回転継手
等の比較的高価な部品を使用する必要がなく、またフロ
ートの姿勢保持用のガイド機構の配置も不必要であり、
それだけ装置の簡略化・低コスト化が促進されるという
効果も得られるものである。
Further, since the double cylinder is arranged in a state in which the vertical movement of the double cylinder is restricted with respect to the water tank, the conventional float type drainage device in which the float moves up and down in accordance with the change of the water level. As is the case, there is no need to use relatively expensive parts such as flexible hoses or rotary joints, and it is not necessary to arrange a guide mechanism for maintaining the posture of the float.
The effect that the simplification and cost reduction of the device are promoted to that extent can be obtained.

【0015】[0015]

【実施例】以下、本発明の排水装置を添付図面に基づい
て具体的に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The drainage device of the present invention will be specifically described below with reference to the accompanying drawings.

【0016】第1実施例 図1には、本発明の第1実施例にかかる排水装置Zが示
されている。この排水装置Zは、沈澱過程において水槽
Cの底部に沈澱堆積した汚泥層Mの上側に位置する上澄
水Wを水位の低下にかかわらずその水面側から順に排水
するために使用される装置であって、後述の二重筒体1
を備えている。
First Embodiment FIG. 1 shows a drainage device Z according to a first embodiment of the present invention. The drainage device Z is a device used for sequentially draining the supernatant water W located above the sludge layer M settled and deposited at the bottom of the water tank C from the water surface side in the sedimentation process regardless of the decrease in the water level. The double cylinder 1 described later
Is equipped with.

【0017】上記二重筒体1は、図2〜図3に示すよう
に、ほぼ同長の有底筒体で構成される外筒部材2と内筒
部材3とを備えている。
As shown in FIGS. 2 and 3, the double cylinder 1 is provided with an outer cylinder member 2 and an inner cylinder member 3 each having a bottomed cylinder body having substantially the same length.

【0018】外筒部材2は、その一端に設けた底壁2b
にフランジ付き短管状の接続管4を同心状に取り付ける
とともに、その他端側の開口端2cにはフランジ9を取
り付けている。さらに、該外筒部材2の外周壁2aの軸
方向略中間位置には、上記フランジ9側から接続管4側
に向かって次第に狭幅変化する二等辺三角形状の開口部
11が形成されている。又、この外筒部材2は、その外
周壁2aの両端側にそれぞれ突設したステー部材8,8を
介して上記水槽Cの側壁の内面側に、上記接続管4を下
方に向けた略鉛直状態に固定される。
The outer cylinder member 2 has a bottom wall 2b provided at one end thereof.
A short tubular connection pipe 4 with a flange is concentrically attached to the, and a flange 9 is attached to the open end 2c on the other end side. Further, an isosceles triangular opening 11 is formed at a substantially axially intermediate position of the outer peripheral wall 2a of the outer tubular member 2 so as to gradually narrow from the flange 9 side toward the connecting pipe 4 side. . Further, the outer cylinder member 2 has a substantially vertical structure in which the connecting pipe 4 is directed downward to the inner surface side of the side wall of the water tank C via stay members 8, 8 projecting from both ends of the outer peripheral wall 2a. Fixed in state.

【0019】尚、この場合、外筒部材2の水槽Cに対す
る上下方向の取付位置は、上記開口部11の下端11a
が集水限界水位(図1にLWLで示す水位であって、最
大堆積状態における汚泥層Mの上面より上方へ一定寸法
Hだけ離間した水位)に一致する如く設定される。ま
た、上記外筒部材2の接続管4は、仕切弁7を備えたL
字状の排水管6に接続される。尚、この仕切弁7は、緊
急に排水を停止させる場合の如く特別な場合の他は、常
時開弁状態に保持される。
In this case, the outer cylinder member 2 is attached to the water tank C in the vertical direction at the lower end 11a of the opening 11.
Is set so as to coincide with the water collection limit water level (the water level indicated by LWL in FIG. 1, which is separated from the upper surface of the sludge layer M in the maximum accumulation state by a certain dimension H). Further, the connecting pipe 4 of the outer cylinder member 2 is an L-shaped valve provided with a gate valve 7.
It is connected to a drainage pipe 6 having a character shape. The sluice valve 7 is normally kept open except in special cases such as when drainage is stopped in an emergency.

【0020】一方、上記内筒部材3は、上記外筒部材2
の内径よりやや小径の外径をもつ筒体で構成され、その
一端に設けた底壁3bには上記接続管4に嵌挿可能な外
径をもつ短管状の導水管5を同心状に取り付けるととも
に、その他端側の開口端3cには格子状の支持ブラケッ
ト20を介して駆動軸21を同心状に固定している。
尚、上記駆動軸21には、カップリング22を介してモ
ータ23(特許請求の範囲中の駆動手段に該当する)が連
結される。また、このモータ23は、上記水槽Cの上端
開口部を覆蓋する槽蓋材24に固定される。
On the other hand, the inner cylinder member 3 is the outer cylinder member 2
It is composed of a cylindrical body having an outer diameter slightly smaller than the inner diameter of, and a short pipe conduit 5 having an outer diameter which can be fitted into the connecting pipe 4 is concentrically attached to a bottom wall 3b provided at one end thereof. At the same time, a drive shaft 21 is concentrically fixed to the open end 3c on the other end side via a lattice-shaped support bracket 20.
A motor 23 (corresponding to drive means in claims) is connected to the drive shaft 21 via a coupling 22. The motor 23 is fixed to a tank lid member 24 that covers the upper opening of the water tank C.

【0021】さらに、この内筒部材3の外周壁3aに
は、上記外筒部材2の開口部11とほぼ同一の形状・寸
法をもち且つ上記駆動軸21側から導水管5側に向って
次第に狭幅変化する二等辺三角形状の開口部15が形成
されている。また、内筒部材3の外周壁3aの上記開口
部15に対応する位置には、該開口部15の周囲を包囲
する如く略V字状に紐状のシール材16が装着される一
方、該開口部15と反対側の面には内筒部材3の軸方向
に延びる二本のシール材17,17それぞれが装着され
ている。
Further, the outer peripheral wall 3a of the inner cylinder member 3 has substantially the same shape and size as the opening 11 of the outer cylinder member 2 and gradually extends from the drive shaft 21 side toward the water conduit 5 side. An isosceles triangular opening 15 is formed which changes in width. At a position corresponding to the opening 15 on the outer peripheral wall 3a of the inner tubular member 3, a string-like sealing material 16 is attached in a substantially V shape so as to surround the opening 15, while Two seal members 17, 17 extending in the axial direction of the inner cylinder member 3 are mounted on the surface opposite to the opening 15.

【0022】このように構成された内筒部材3は、図2
に示すように、水槽Cの側壁に固定された上記外筒部材
2に対してその上端の開口端2c側から嵌挿され、該外
筒部材2とともに二重筒体1を構成する。尚、この場
合、上記外筒部材2と内筒部材3の各開口部11,15
は、特定の相対回動位置(図7に示す状態)においてほぼ
完全に重合し得る如くそれぞれ上下方向における形成位
置が設定されている。また、この外筒部材2の開口部1
1と内筒部材3の開口部15とは上記特定の回動位置か
ら所定角度だけ相対回動した位置(図5に示す位置)にお
いては相互に非連通とされるが、その場合における該各
開口部11,15相互間の水密は上記内筒部材3側に設
けた上記シール材16が外筒部材2の内周面に接するこ
とで達成される(尚、この外筒部材2と内筒部材3との
相対回動に伴う各開口部11,15間の相互関係につい
ては、上記モータ23の作動をも含めて後述する)。
The inner cylinder member 3 thus constructed is shown in FIG.
As shown in FIG. 2, the outer cylinder member 2 fixed to the side wall of the water tank C is fitted and inserted from the open end 2c side of the upper end thereof to form the double cylinder body 1 together with the outer cylinder member 2. In this case, the openings 11 and 15 of the outer tubular member 2 and the inner tubular member 3 are formed.
The respective vertical forming positions are set so that they can be almost completely overlapped at a specific relative rotational position (state shown in FIG. 7). In addition, the opening 1 of the outer cylinder member 2
1 and the opening 15 of the inner cylinder member 3 are not communicated with each other at a position (a position shown in FIG. 5) relatively rotated from the specific rotation position by a predetermined angle. The watertightness between the openings 11 and 15 is achieved by the sealing member 16 provided on the inner cylinder member 3 side contacting the inner peripheral surface of the outer cylinder member 2 (note that the outer cylinder member 2 and the inner cylinder). The mutual relationship between the openings 11 and 15 associated with the relative rotation with the member 3 will be described later including the operation of the motor 23).

【0023】また、この内筒部材3の外筒部材2への嵌
挿状態においては、該内筒部材3の導水管5は上記外筒
部材2の接続管4内に嵌挿され、内筒部材3は該接続管
4及び導水管5を介して実質的に上記排水管6に接続さ
れることとなる。さらに、この導水管5は、外筒部材2
の接続管4に嵌挿されることで、二重筒体1の下端側に
おける外筒部材2と内筒部材3との間の径方向の位置決
め部材としても機能する。
When the inner cylinder member 3 is fitted into the outer cylinder member 2, the water guiding pipe 5 of the inner cylinder member 3 is fitted into the connecting pipe 4 of the outer cylinder member 2 to form the inner cylinder. The member 3 is substantially connected to the drain pipe 6 through the connecting pipe 4 and the water conduit 5. Further, the water conduit 5 is formed by the outer cylinder member 2
By being inserted into the connection pipe 4 of No. 2, it also functions as a radial positioning member between the outer tubular member 2 and the inner tubular member 3 on the lower end side of the double tubular body 1.

【0024】一方、二重筒体1の上端側における外筒部
材2と内筒部材3との間の径方向の位置決めは、上記内
筒部材3の外周壁3a上に装着されて上記外筒部材2の
内周面に摺接する上記各シール材16,17,17により
行なわれる。従って、該各シール材16,17,17は、
ともにそれ本来の機能であるシール機能の他に、摺接部
材として上記外筒部材2と内筒部材3の相対回動を円滑
ならしめる機能をも併せもつ必要があり、このためこの
実施例においてはこれら各シール材16,17,17を耐
摩耗性が高く且つ摩擦係数の小さい素材、例えば、テフ
ロン樹脂材でこれを構成している。尚、上記外筒部材2
の底壁2bと内筒部材3の底壁3bとの間に設けたドーナ
ツ状の摺動部材18も、同様の趣旨から、これをテフロ
ン樹脂材で構成している。
On the other hand, the radial positioning between the outer tubular member 2 and the inner tubular member 3 on the upper end side of the double tubular body 1 is carried out by mounting the outer tubular member 3 on the outer peripheral wall 3a of the inner tubular member 3. This is performed by the above-mentioned sealing materials 16, 17, 17 which are in sliding contact with the inner peripheral surface of the member 2. Therefore, the respective sealing materials 16, 17, 17 are
Both need to have a function of smoothing the relative rotation of the outer cylinder member 2 and the inner cylinder member 3 as a sliding contact member, in addition to the original seal function. The seal members 16, 17, 17 are made of a material having a high wear resistance and a small friction coefficient, for example, a Teflon resin material. The outer cylinder member 2
The donut-shaped sliding member 18 provided between the bottom wall 2b and the bottom wall 3b of the inner tubular member 3 is also made of a Teflon resin material from the same reason.

【0025】ここで、上記モータ23の作動と上記二重
筒体1の作動との関係について説明する。先ず、二重筒
体1の作動であるが、この二重筒体1は上述のようにモ
ータ23により内筒部材3を外筒部材2に対して相対回
動させることで該外筒部材2の開口部11と内筒部材3
の開口部15との重合関係を変化させることができるよ
うになっている。具体的には、図5に示すように、二つ
の開口部11,15が完全に非重合とされている場合に
は、これら相互間の連通が上記シール材16によって断
たれることから、外筒部材2の開口部11が臨む水槽C
の内部と、内筒部材3の開口部15が接続される上記排
水管6との連通は阻止された状態となり、二重筒体1を
介しての排水作用は行なわれない。この状態が、特許請
求の範囲で言うところの連通阻止状態である。
Now, the relationship between the operation of the motor 23 and the operation of the double cylinder 1 will be described. First, regarding the operation of the double cylinder body 1, the double cylinder body 1 is rotated by rotating the inner cylinder member 3 relative to the outer cylinder member 2 by the motor 23 as described above. Opening 11 and inner cylinder member 3
It is possible to change the overlapping relationship with the opening 15 of the. Specifically, as shown in FIG. 5, when the two openings 11 and 15 are completely non-polymerized, the communication between the two is cut off by the sealing material 16, so Water tank C facing the opening 11 of the tubular member 2
Communication between the inside of and the drain pipe 6 to which the opening 15 of the inner tubular member 3 is connected is blocked, and the drainage action via the double tubular body 1 is not performed. This state is the communication blocking state referred to in the claims.

【0026】これに対して、上記重合連通状態から上記
内筒部材3が、その開口部15が外筒部材2の開口部1
1に近付く方向(図6の矢印L方向)に回動すると、図6
に示すように該各開口部11,15はその幅広の上端1
1b,15b側から重合を開始する。尚、この重合部分は
集水口として機能するものであるため、以下においては
この各開口部11,15の重合部分を集水口35とい
う。そして、この集水口35が形成されると、該集水口
35を介して外筒部材2の外部(即ち、水槽Cの内部)と
内筒部材3の内部(即ち、排水管6)とが相互に連通し、
該集水口35を介して水槽C内の上澄水Wが排出される
ことになる。
On the other hand, the opening 15 of the inner tubular member 3 and the opening 1 of the outer tubular member 2 from the superposed communication state.
When rotated in the direction approaching 1 (the direction of arrow L in FIG. 6),
As shown in FIG.
Polymerization is initiated from the 1b and 15b sides. Since the superposed portion functions as a water collecting port, the superposed portion of the openings 11 and 15 will be referred to as a water collecting port 35 hereinafter. When the water collecting port 35 is formed, the outside of the outer cylinder member 2 (that is, the inside of the water tank C) and the inside of the inner cylinder member 3 (that is, the drain pipe 6) are mutually connected via the water collecting port 35. To the
The clear water W in the water tank C is discharged through the water collecting port 35.

【0027】この状態からさらに相対回動が進行する
と、該各開口部11,15は、その重合範囲、即ち、集
水口35の開口面積を、該集水口35の下端35aの位
置を下方へ移動させながら次第に拡大させ、最終的に図
7に示すように各開口部11,15が完全に重合し集水
口35の下端35aが上記各開口部11,15の下端11
a,15aと合致した時点で集水口35の開口面積が最大
となる。このように、各開口部11,15が重合して該
各開口部11,15と相似形の集水口35が形成された
状態から、図7に示すように該集水口35が完全に各開
口部11,15と合致するまでの状態が特許請求の範囲
に言うところの重合連通状態である。従って、この重合
連通状態においては、外筒部材2と内筒部材3との相対
回動の進行に伴って上記集水口35の下端35aの位置
が該各開口部11,15の上端11b,15bに対応する位
置から下端11a,15aに対応する位置まで上下方向に
移動することとなる。
When the relative rotation further progresses from this state, the respective opening portions 11 and 15 move downward in the overlapping range, that is, the opening area of the water collecting port 35, at the position of the lower end 35a of the water collecting port 35. As shown in FIG. 7, the openings 11 and 15 are completely overlapped with each other so that the lower end 35a of the water collecting port 35 is lower than the lower ends 11 of the openings 11 and 15.
The opening area of the water collecting port 35 becomes maximum at the time when it matches with a and 15a. In this way, from the state in which the openings 11, 15 are overlapped with each other to form the water collecting ports 35 having a similar shape to the openings 11, 15, as shown in FIG. The state until the portions 11 and 15 coincide with each other is the polymerization communication state referred to in the claims. Therefore, in this superposed communication state, the position of the lower end 35a of the water collecting port 35 is located at the upper ends 11b and 15b of the openings 11 and 15 as the outer cylinder member 2 and the inner cylinder member 3 rotate relative to each other. It moves up and down from the position corresponding to the position to the position corresponding to the lower ends 11a and 15a.

【0028】そして、図7に示す如き完全重合状態にお
ける集水口35の下端35aにより排水限界水位が規定
され、例えこの完全重合状態が長時間継続されても水位
はこの下端35aの位置より以下には下がらない(即ち、
過度の排水という事態は発生し得ない)。また、排水途
中においては、上記集水口35が各開口部11,15と
相似形であって該集水口35の下端集水口35a側の開
口角度は該下端35aの上下方向位置の如何に拘わらず
一定であるため、例えば、該集水口35の下端35aの
水面からの深さ位置を一定に維持する如く(換言すれ
ば、集水口35の有効開口面積を一定に維持する如く)
上記内筒部材3の相対回動速度を制御することで、水位
の変化に拘わらず連続的な定量排水が可能となるもので
ある。
As shown in FIG. 7, the lower limit 35a of the water collecting port 35 in the completely polymerized state defines the drainage limit water level, and even if this completely polymerized state is continued for a long time, the water level is below the position of the lower end 35a. Does not go down (ie
The situation of excessive drainage cannot occur). Further, during drainage, the water collecting port 35 has a similar shape to the openings 11 and 15, and the opening angle of the water collecting port 35 on the lower end water collecting port 35a side is irrespective of the vertical position of the lower end 35a. Since it is constant, for example, the depth position of the lower end 35a of the water collecting port 35 from the water surface is kept constant (in other words, the effective opening area of the water collecting port 35 is kept constant).
By controlling the relative rotation speed of the inner cylinder member 3, continuous quantitative drainage is possible regardless of changes in the water level.

【0029】一方、図7の状態での排水が完了した後
は、上記内筒部材3を排水時とは逆の方向(図6の矢印
R方向)へ回動させることで集水口35が次第に縮小
し、最終的には図5に示す連通阻止状態に復帰する。
On the other hand, after the drainage in the state of FIG. 7 is completed, the water collecting port 35 is gradually rotated by rotating the inner cylinder member 3 in the direction opposite to the direction of drainage (direction of arrow R in FIG. 6). The size is reduced, and finally the communication blocking state shown in FIG. 5 is restored.

【0030】次に、モータ23の作動であるが、この実
施例においてはこのモータ23を減速機を備えたギャー
ドモータで構成し、その減速比を水位低下率と上記集水
口35の有効開口面積との関係に基づいて設定すること
で定量排水が実現されるようにしている。
Next, regarding the operation of the motor 23, in this embodiment, the motor 23 is constituted by a geared motor equipped with a speed reducer, and the reduction ratio thereof is defined by the water level lowering rate and the effective opening area of the water collecting port 35. A fixed amount of wastewater is realized by setting it based on the relationship.

【0031】尚、図2及び図4において符号10は、上
記外筒部材2の上端のフランジ9に締着固定される蓋部
材であって、該蓋部材10は上記内筒部材3の外筒部材
2からの抜け止め作用と、これらの内部へのゴミ等の侵
入防止作用と、外筒部材2の上端部の補強作用とをなす
ものである。
2 and 4, reference numeral 10 is a lid member which is fastened and fixed to the flange 9 at the upper end of the outer tubular member 2, and the lid member 10 is the outer tubular member of the inner tubular member 3. It has a function of preventing the member from coming off from the member 2, a function of preventing dust and the like from entering the inside thereof, and a function of reinforcing the upper end portion of the outer tubular member 2.

【0032】一方、上記二重筒体1の外側には、集水時
のスカム吸込を防止する観点から、後述のスカムバッフ
ル30が配置される。このスカムバッフル30は、図2
及び図3に示すように、上記外筒部材2の径方向外側を
所定間隔をもって包囲し得るような径寸法をもつ環状プ
レート体で構成されるバッフルプレート32と、該バッ
フルプレート32の外側にこれを囲繞する如く配置され
たフロート31とでなる。そして、このスカムバッフル
30の水位の変化に追従した上下動を案内するとともに
その径方向及び周方向の移動をそれぞれ規制するため
に、上記バッフルプレート32の内面側の中心を挟んで
対向する二位置にはそれぞれ所定間隔で一対の係合突子
33,33を突設するとともに、上記外筒部材2の外周
壁2aの軸心を挟んだ二位置にそれぞれその軸心方向に
延びるガイドバー12,12を取付け、該各ガイドバー
12,12をそれぞれスカムバッフル30側の各一対の
係合突子33,33の内側に係入させている。
On the other hand, a scum baffle 30, which will be described later, is arranged on the outer side of the double cylinder 1 from the viewpoint of preventing scum suction during water collection. This scum baffle 30 is shown in FIG.
Further, as shown in FIG. 3, a baffle plate 32 constituted by an annular plate body having a diameter dimension capable of surrounding the radially outer side of the outer cylinder member 2 at a predetermined interval, and the baffle plate 32 provided outside the baffle plate 32. And a float 31 arranged so as to surround the. Then, in order to guide the vertical movement of the scum baffle 30 following the change of the water level and to restrict the movement in the radial direction and the circumferential direction thereof, two positions facing each other with the center of the inner surface side of the baffle plate 32 sandwiched therebetween. A pair of engaging protrusions 33, 33 are provided at predetermined intervals, and guide bars 12 extending in the axial direction at two positions sandwiching the axial center of the outer peripheral wall 2a of the outer tubular member 2, respectively. 12 is attached, and the guide bars 12 and 12 are engaged with the insides of the pair of engaging protrusions 33 and 33 on the scum baffle 30 side, respectively.

【0033】さらに、この実施例においては、図2に示
すように、上記スカムバッフル30のバッフルプレート
32のうち、上記外筒部材2の開口部11に対応する部
分32aにおいては、後述のようにスカム吸入防止をよ
り完全ならしめる観点から、該バッフルプレート32の
下端縁位置を、それ以外の部分のそれよりも低い位置に
設定している。
Further, in this embodiment, as shown in FIG. 2, in the portion 32a of the baffle plate 32 of the scum baffle 30 corresponding to the opening 11 of the outer cylinder member 2, as will be described later. From the viewpoint of more completely preventing scum suction, the lower end edge position of the baffle plate 32 is set to a position lower than that of other parts.

【0034】続いて、上述の如き構成を有する排水装置
Zの作動並びに各部材の作用効果等について、図1に実
線図示する如く上澄水Wが満水状態(水位HWL)にある
場合(即ち、沈澱過程の終了時点)から排水過程に移行し
て排水が行なわれる場合を例にとって説明する。
Next, with respect to the operation of the drainage device Z having the above-described structure and the operation and effect of each member, when the clear water W is in a full state (water level HWL) as shown by the solid line in FIG. An example will be described in which the drainage process is performed after the process is completed).

【0035】先ず、排水過程の開始時点においては、上
記二重筒体1の各開口部11,15は連通阻止状態に設
定されている。また、この二重筒体1の外側に配置され
たスカムバッフル30は各開口部11,15の上端11
b,15bの近傍に位置している。
First, at the start of the drainage process, the openings 11 and 15 of the double cylinder 1 are set to the communication blocking state. In addition, the scum baffle 30 arranged outside the double cylinder body 1 has the upper end 11 of each opening 11, 15.
It is located near b and 15b.

【0036】この状態において、上記モータ23が起動
されると、上記内筒部材3は排水方向(図6の矢印L方
向)に回動を開始し、二重筒体1に集水口35が形成さ
れる。そして、該内筒部材3の回動の進行に伴ってこの
集水口35の下端35aの位置が水面下に達した時点か
ら該集水口35を介しての排水作用が開始される。ま
た、この排水作用は、上記内筒部材3の回動が終端に達
して上記集水口35が全開となり、且つ水位が集水口3
5の下端35aに達する時点まで連続的に行なわれる。
In this state, when the motor 23 is started, the inner cylinder member 3 starts to rotate in the drainage direction (direction of arrow L in FIG. 6), and the water collecting port 35 is formed in the double cylinder body 1. To be done. Then, with the progress of rotation of the inner cylinder member 3, the drainage action via the water collecting port 35 is started from the time when the position of the lower end 35a of the water collecting port 35 reaches below the water surface. In addition, the drainage action is such that the rotation of the inner cylinder member 3 reaches the end, the water collecting port 35 is fully opened, and the water level is the water collecting port 3.
5 is continuously performed until reaching the lower end 35a.

【0037】この排水過程においては、上述のように集
水口35の有効開口面積を一定に維持するように内筒部
材3の回動速度をモータ23により制御することで、排
水に伴う水位の変化に拘わらず常時一定水量ずつ排水す
ることが可能となるものである。また、排水終了時の水
位も集水口35の下端35aの位置によって確実に規定
されることで、従来のフロート式排水装置の如く過度の
排水というような事態は発生せず、それだけ信頼性の高
い排水制御が可能となるものである。
In this drainage process, as described above, the rotation speed of the inner cylinder member 3 is controlled by the motor 23 so as to keep the effective opening area of the water collection port 35 constant, so that the water level changes with the drainage. Regardless of this, it is possible to always discharge a fixed amount of water. Further, since the water level at the end of drainage is reliably defined by the position of the lower end 35a of the water collection port 35, the situation of excessive drainage unlike the conventional float type drainage device does not occur, and the reliability is high. It is possible to control drainage.

【0038】また、排水時には、水位の変化に追従して
下降するスカムバッフル30によってスカムの吸込が防
止されるわけであるが、この実施例においては該スカム
バッフル30のバッフルプレート32のうち、上記二重
筒体1の集水口35に対応する部分においてはその下端
縁の位置を他の部分よりも低く設定しているので、該ス
カムバッフル30によるスカム吸込防止作用がより一層
確実ならしめられるものである。即ち、排水時に周辺の
水が上記バッフルプレート32の下端側をくぐって集水
口35側に流入することで水面上を浮遊するスカムの集
水口35への流入が阻止されるわけであるが、この場
合、例えば、バッフルプレート32の下端縁の高さが一
定であると、水は集水口35に近い部分から集中的に流
入しこの部分の流速が局部的に速くなり、速い流速によ
る攪拌作用で汚泥が巻き上げられて集水口35に流入す
るおそれが生じる。かかる場合に、この実施例のように
バッフルプレート32の集水口35に対応する部分の下
端縁を他の部分よりも低く設定すると、該集水口35に
近い部分からの集中的な流入が抑制され、局部的な高流
速部分が生じず、結果的に汚泥の巻上げ及びスカムの流
入が確実に防止されるものである。
In addition, at the time of drainage, the scum baffle 30 which descends following the change of the water level prevents the suction of scum. In this embodiment, the scaffold baffle plate 32 of the scum baffle 30 is used as described above. The position of the lower end edge of the double cylinder 1 corresponding to the water collecting port 35 is set lower than that of the other parts, so that the scum suction prevention effect of the scum baffle 30 can be further ensured. Is. That is, when draining water, the surrounding water passes through the lower end side of the baffle plate 32 and flows into the water collecting port 35 side, so that the scum floating on the water surface is prevented from flowing into the water collecting port 35. In this case, for example, when the height of the lower end edge of the baffle plate 32 is constant, water is intensively introduced from a portion close to the water collecting port 35, and the flow velocity of this portion is locally increased, so that the stirring action by the high flow velocity is caused. The sludge may be rolled up and flow into the water collecting port 35. In this case, if the lower end edge of the portion of the baffle plate 32 corresponding to the water collecting port 35 is set lower than the other portions as in this embodiment, concentrated inflow from the portion near the water collecting port 35 is suppressed. As a result, no local high-velocity portion is generated, and as a result, sludge hoisting and scum inflow are reliably prevented.

【0039】叙上の如く、この実施例の排水装置Zにお
いては、集水口35の下端35aの高さ位置を制御する
ことで排水量の制御を行うようにしたものであるため、
例えば、従来一般的に使用されているフロート式排水装
置の如く排水管と集水口との水頭差により排水量が左右
されるということがなく、より簡易に且つ確実に排水量
の制御を行うことができ、排水制御の信頼性が格段に向
上するものである。
As described above, in the drainage device Z of this embodiment, the drainage amount is controlled by controlling the height position of the lower end 35a of the water collecting port 35.
For example, the drainage amount does not depend on the head difference between the drain pipe and the water collecting port as in the conventional float type drainage device, and the drainage amount can be controlled more easily and reliably. , The reliability of drainage control will be greatly improved.

【0040】また、この実施例のものにおいては、二重
筒体1は水槽C側に固定され、フロート式のように水位
の変化に伴って上下動することがないことから、フロー
ト式排水装置の如く水位変化に対応させるために比較的
高価なフレキシブルホースとか回転継手を設ける必要が
なく、さらにフロートの姿勢保持用のガイド機構も設け
る必要がなく、それだけ構造の簡略化及び低コスト化が
図れるものである。
Further, in this embodiment, the double cylinder 1 is fixed to the water tank C side and does not move up and down with the change of the water level unlike the float type, so that the float type drainage device is used. It is not necessary to provide a relatively expensive flexible hose or rotary joint to respond to changes in water level, as described above, and it is not necessary to provide a guide mechanism for maintaining the posture of the float. Therefore, the structure can be simplified and the cost can be reduced. It is a thing.

【0041】第2実施例 図8には、本発明の第2実施例にかかる排水装置を構成
する二重筒体1が示されている。この実施例の二重筒体
1も上記第1実施例のそれと基本的構成を同じにし、第
1実施例のものと異なる点は、第1実施例のものが外筒
部材2及び内筒部材3にそれぞれ形成される開口部1
1,15をともに同一の三角形状としていたのに対し
て、外筒部材2側に形成される開口部11はこれを軸方
向に延びる長方形状の開口とし、また内筒部材3側の開
口部15はこれを螺旋状に延びる長方形状の開口とした
点である。
Second Embodiment FIG. 8 shows a double cylinder 1 constituting a drainage device according to a second embodiment of the present invention. The double cylinder body 1 of this embodiment has the same basic structure as that of the first embodiment, and is different from that of the first embodiment in that the first embodiment has an outer cylinder member 2 and an inner cylinder member. Openings 1 formed in 3 respectively
While both 1 and 15 have the same triangular shape, the opening 11 formed on the outer cylinder member 2 side is a rectangular opening extending in the axial direction, and the opening on the inner cylinder member 3 side is also formed. Reference numeral 15 indicates a rectangular opening extending in a spiral shape.

【0042】このような構成とした場合においても、内
筒部材3を外筒部材2に対して相対回動させることで該
外筒部材2側の開口部11と内筒部材3側の開口部15
との重合部分、即ち、集水口35の位置は次第に上下方
向に移動することから、上記第1実施例の場合と同様の
作用効果が期待できるものである。
Even in the case of such a construction, by rotating the inner cylinder member 3 relative to the outer cylinder member 2, the opening 11 on the outer cylinder member 2 side and the opening on the inner cylinder member 3 side. 15
Since the position of the overlapping portion with, that is, the position of the water collecting port 35 gradually moves in the vertical direction, the same operational effect as in the case of the first embodiment can be expected.

【0043】尚、周辺部分の構成としては、上記第1実
施例においては各開口部11,15間のシール性を内筒
部材3の外周壁3aに配置した紐状のシール材16で達
成するようにしていたのに対して、この実施例において
は上記内筒部材3の内周面にゴム・樹脂材等からなるコ
ーティング層40を形成し、このコーティング層40に
よってシール性を確保するようにした点が異なってい
る。この場合、外筒部材2と内筒部材3との径方向の位
置決め作用もこのコーティング層40によりなされる。
As for the structure of the peripheral portion, in the first embodiment, the sealing property between the openings 11 and 15 is achieved by the string-shaped sealing material 16 arranged on the outer peripheral wall 3a of the inner cylindrical member 3. In contrast to this, in this embodiment, a coating layer 40 made of a rubber / resin material or the like is formed on the inner peripheral surface of the inner cylindrical member 3, and the sealing property is ensured by this coating layer 40. The difference is that you did. In this case, the coating layer 40 also functions to position the outer tubular member 2 and the inner tubular member 3 in the radial direction.

【0044】第3実施例 図9には、本発明の第3実施例にかかる排水装置を構成
する二重筒体1が示されている。この実施例のものも上
記第2実施例と同様に、その基本構成は上記第1実施例
のものと同じにするものであって、該第2実施例のもの
と異なる点は、該第2実施例のものが内筒部材3側の開
口部15を螺旋状に延びる長方形状の開口としていたの
に対して、これを多数の円形の開孔42,42,・・を螺
旋状に順次列設形成して構成した点である。
Third Embodiment FIG. 9 shows a double cylinder 1 constituting a drainage device according to a third embodiment of the present invention. Similar to the second embodiment, this embodiment has the same basic structure as that of the first embodiment, and is different from the second embodiment in that the second embodiment is different from the second embodiment. In the embodiment, the opening 15 on the inner cylinder member 3 side has a rectangular opening extending spirally, whereas a large number of circular openings 42, 42, ... This is the point that it was constructed and formed.

【0045】このような構成とした場合においても、内
筒部材3の回動に伴って外筒部材2の開口部11と内筒
部材3の開口部15との重合部分、即ち、集水口35の
下端位置が上下方向に移動することになるため、上記第
1及び第2実施例と同様の用効果が期待できるものであ
る。
Even in the case of such a structure, the overlapping portion of the opening 11 of the outer tubular member 2 and the opening 15 of the inner tubular member 3 with the rotation of the inner tubular member 3, that is, the water collecting port 35. Since the lower end position of is moved in the vertical direction, the same effect as in the first and second embodiments can be expected.

【0046】尚、上記各実施例においては、外筒部材2
を水槽C側に固定し、内筒部材3を回動させる構成とし
ているが、本発明はこれに限定されるものではなく、要
は外筒部材2と内筒部材3とが相対回転自在とされてい
れば十分であり、例えば、内筒部材3を水槽C側に固定
し、外筒部材2を回動させる構成とか、外筒部材2ある
いは内筒部材3を水槽Cに対して回動可能に支持させ、
この両者をともに回動させる構成等も採用し得ることは
勿論である。
In each of the above embodiments, the outer cylinder member 2
Is fixed to the water tank C side and the inner cylinder member 3 is rotated, but the present invention is not limited to this, and the point is that the outer cylinder member 2 and the inner cylinder member 3 are relatively rotatable. Is sufficient. For example, the inner cylinder member 3 is fixed to the water tank C side and the outer cylinder member 2 is rotated, or the outer cylinder member 2 or the inner cylinder member 3 is rotated with respect to the water tank C. Support as much as possible,
It goes without saying that a configuration in which both of them are rotated together can be adopted.

【0047】また、第1実施例の各開口部11,15、
第2及び第3実施例の外筒部材2側の開口部11はとも
に軸心に平行に形成されているが、要は外筒部材2と内
筒部材3との相対回転により各開口部11,15の重合
部分、即ち、集水口35の位置が上下方向に移動すれば
良いことから、これらを適宜に傾斜させて形成すること
もできるものである。さらに、これら各開口部11,1
5の形状についても同様に、三角形、長方形の他に種々
の形状を選択することもできる。
Further, the openings 11, 15 of the first embodiment,
The openings 11 on the outer cylinder member 2 side of the second and third embodiments are both formed parallel to the axis, but the point is that the openings 11 are formed by the relative rotation of the outer cylinder member 2 and the inner cylinder member 3. It suffices that the positions of the overlapping portions of 15, and 15, that is, the position of the water collecting port 35 are moved in the vertical direction. Furthermore, each of these openings 11, 1
Similarly, for the shape of 5, various shapes other than a triangle and a rectangle can be selected.

【0048】また、上記各実施例においては外筒部材2
及び内筒部材3にそれぞれ一つの開口部11と一つの開
口部15とを形成しているが、本発明はこれに限定され
るものではなく、これらをそれぞれ複数個設けることも
できるものである。
In each of the above embodiments, the outer cylinder member 2
One opening 11 and one opening 15 are formed in the inner cylinder member 3 and the inner cylinder member 3, respectively, but the present invention is not limited to this, and a plurality of these openings may be provided. .

【0049】さらに、外筒部材2と内筒部材3との間の
シール性をさらに高めるという観点から、例えば、外筒
部材2と内筒部材3とをテーパー状に形成することも考
えられる。
Further, from the viewpoint of further improving the sealing property between the outer tubular member 2 and the inner tubular member 3, it is conceivable to form the outer tubular member 2 and the inner tubular member 3 in a tapered shape, for example.

【0050】また、上記各実施例においては、駆動手段
としてモータ23を使用し、且つこれをギャードモータ
で構成しているが、本発明はこれに限定されるものでは
なく、例えば、該モータ23として、入力パルスの数に
比例した回転量が得られるパルスモータを採用し、単位
パルス数を、水位低下率と上記集水口35の有効開口面
積との関係に基づいて設定することで定量排水を実現す
るようにすることもできる。さらに、これらモータに変
えて、油圧・空圧シリンダあるいは油圧・空圧モータ等
の種々の油圧・空圧アクチュエータを駆動手段として採
用することもできるものである。
Further, in each of the above embodiments, the motor 23 is used as the drive means, and this is constituted by the geared motor, but the present invention is not limited to this, and for example, as the motor 23. Quantitative drainage is realized by adopting a pulse motor that can obtain a rotation amount proportional to the number of input pulses and setting the number of unit pulses based on the relationship between the water level decrease rate and the effective opening area of the water collection port 35. You can also choose to do so. Further, instead of these motors, various hydraulic / pneumatic actuators such as hydraulic / pneumatic cylinders or hydraulic / pneumatic motors can be adopted as the drive means.

【0051】さらに、本発明の排水装置は、上記実施例
の如く汚水処理施設における上澄水の排水のみならず、
水面側から順次集水して排水するような排水装置に広く
適用できるものであることは勿論である。
Further, the drainage device of the present invention is not limited to the drainage of the supernatant water in the sewage treatment facility as in the above embodiment,
It is needless to say that it can be widely applied to a drainage device in which water is sequentially collected and drained from the water surface side.

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

【図1】本発明の第1実施例にかかる排水装置を備えた
汚水処理施設の要部断面図である。
FIG. 1 is a sectional view of a main part of a sewage treatment facility including a drainage device according to a first embodiment of the present invention.

【図2】図1に示した排水装置の一部断面拡大図であ
る。
2 is a partially enlarged cross-sectional view of the drainage device shown in FIG.

【図3】図2のIII-III断面図である。3 is a sectional view taken along line III-III in FIG.

【図4】図1に示した排水装置の分解斜視図である。FIG. 4 is an exploded perspective view of the drainage device shown in FIG.

【図5】排水装置の作動説明図である。FIG. 5 is an operation explanatory view of the drainage device.

【図6】排水装置の作動説明図である。FIG. 6 is an operation explanatory view of the drainage device.

【図7】排水装置の作動説明図である。FIG. 7 is an explanatory diagram of the operation of the drainage device.

【図8】本発明の第2実施例にかかる排水装置の分解斜
視図である。
FIG. 8 is an exploded perspective view of a drainage device according to a second embodiment of the present invention.

【図9】本発明の第3実施例にかかる排水装置の分解斜
視図である。
FIG. 9 is an exploded perspective view of a drainage device according to a third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1は二重筒体、2は外筒部材、3は内筒部材、4は接続
管、5は導水管、6は排水管、7は仕切弁、8はステー
部材、9はフランジ、10は蓋部材、11は開口部、1
2はガイドバー、15は開口部、16はシール材、17
はシール材、18は摺動部材、20は支持ブラケット、
21は駆動軸、22はカップリング、23はモータ、2
4は槽蓋材、30はスカムバッフル、31はフロート、
32はバッフルプレート、33は係合突子、40はコー
ティング層、42は開孔、Cは水槽、Mは汚泥層、Wは
上澄水、Zは排水装置である。
1 is a double cylinder, 2 is an outer cylinder member, 3 is an inner cylinder member, 4 is a connecting pipe, 5 is a water pipe, 6 is a drain pipe, 7 is a sluice valve, 8 is a stay member, 9 is a flange, 10 is A lid member, 11 is an opening portion, 1
2 is a guide bar, 15 is an opening, 16 is a sealing material, 17
Is a sealing material, 18 is a sliding member, 20 is a support bracket,
21 is a drive shaft, 22 is a coupling, 23 is a motor, 2
4, tank lid material, 30 scum baffle, 31 float,
32 is a baffle plate, 33 is an engaging protrusion, 40 is a coating layer, 42 is an opening, C is a water tank, M is a sludge layer, W is clear water, and Z is a drainage device.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 その外周壁に開口部を設けた外筒部材と
該外筒部材内に相対回動自在に嵌挿配置されるとともに
その外周壁に開口部を設け且つ排水管に接続された内筒
部材とでなる二重筒体を、水槽内にその軸方向を上下方
向に向け且つ上下方向への移動を規制した状態で配置す
るとともに、上記外筒部材と内筒部材とを駆動手段によ
り相対回動せしめ得る如くし、 さらに上記外筒部材の開口部と内筒部材の開口部を、該
外筒部材と内筒部材との相対回動に伴って、これらが相
互に重合しその重合部分を介して上記水槽内部と上記排
水管とを相互に連通させる重合連通状態と、これらが非
重合となり上記水槽内部と上記排水管との連通を阻止す
る連通阻止状態とを現出し、且つ重合連通状態において
はその重合部分の下端位置が該外筒部材と内筒部材との
相対回動に伴って上下方向に変化する如く構成したこと
を特徴とする排水装置。
1. An outer cylinder member having an opening on an outer peripheral wall thereof, and an outer cylinder member fitted and arranged so as to be rotatable relative to the outer cylinder member and having an opening on the outer peripheral wall and connected to a drain pipe. A double cylinder body including an inner cylinder member is arranged in the water tank in a state in which its axial direction is oriented in the up-down direction and movement in the up-down direction is restricted, and the outer cylinder member and the inner cylinder member are driven. The outer cylinder member and the inner cylinder member are overlapped with each other by the relative rotation of the outer cylinder member and the inner cylinder member. A polymerization communication state in which the inside of the water tank and the drain pipe are communicated with each other through a polymerization portion, and a communication blocking state in which these become non-polymerization and block communication between the water tank interior and the drain pipe are revealed, and In the overlapped communication state, the lower end position of the overlapped portion and the outer cylinder member Drainage device, characterized in that the as configured changes in the vertical direction with the relative rotation of the tubular member.
JP18519393A 1993-07-27 1993-07-27 Drainage apparatus Pending JPH0739705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18519393A JPH0739705A (en) 1993-07-27 1993-07-27 Drainage apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18519393A JPH0739705A (en) 1993-07-27 1993-07-27 Drainage apparatus

Publications (1)

Publication Number Publication Date
JPH0739705A true JPH0739705A (en) 1995-02-10

Family

ID=16166493

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18519393A Pending JPH0739705A (en) 1993-07-27 1993-07-27 Drainage apparatus

Country Status (1)

Country Link
JP (1) JPH0739705A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5027010A (en) * 1973-07-11 1975-03-20
JPS53126870A (en) * 1977-04-12 1978-11-06 Mitsubishi Electric Corp Semiconductor device
JPH04215896A (en) * 1990-12-17 1992-08-06 Penta Ocean Constr Co Ltd Supernatant water discharge apparatus of batchwise sewage treatment tank

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5027010A (en) * 1973-07-11 1975-03-20
JPS53126870A (en) * 1977-04-12 1978-11-06 Mitsubishi Electric Corp Semiconductor device
JPH04215896A (en) * 1990-12-17 1992-08-06 Penta Ocean Constr Co Ltd Supernatant water discharge apparatus of batchwise sewage treatment tank

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