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JPS5843127B2 - Flow rate adjustment device in mud sampling equipment - Google Patents
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JPS5843127B2 - Flow rate adjustment device in mud sampling equipment - Google Patents

Flow rate adjustment device in mud sampling equipment

Info

Publication number
JPS5843127B2
JPS5843127B2 JP2684176A JP2684176A JPS5843127B2 JP S5843127 B2 JPS5843127 B2 JP S5843127B2 JP 2684176 A JP2684176 A JP 2684176A JP 2684176 A JP2684176 A JP 2684176A JP S5843127 B2 JPS5843127 B2 JP S5843127B2
Authority
JP
Japan
Prior art keywords
sludge
opening
overflow pipe
waterway
flow rate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP2684176A
Other languages
Japanese (ja)
Other versions
JPS52108652A (en
Inventor
進 生駒
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP2684176A priority Critical patent/JPS5843127B2/en
Publication of JPS52108652A publication Critical patent/JPS52108652A/en
Publication of JPS5843127B2 publication Critical patent/JPS5843127B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は沈殿池において沈殿せしめた汚泥を汚泥水路に
排出する採泥装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sludge collection device for discharging sludge settled in a settling tank into a sludge waterway.

従来の採泥装置は沈殿池の汚泥を採泥する越流管の上端
を単に汚泥水路に開口せしめて沈殿池の水位を越流管の
上端開口より高くして両者間の落量・により沈殿池の汚
泥を汚泥水路に越流させるようになっていたのである。
Conventional sludge collecting equipment simply opens the upper end of the overflow pipe that collects sludge from the settling tank into the sludge waterway, and raises the water level in the settling tank higher than the opening at the upper end of the overflow pipe to prevent sedimentation due to the amount of water falling between the two. The sludge from the pond was made to overflow into the sludge channel.

このため沈殿池の水位を一定の高さ以上に保たないと汚
泥の排出が困難であり、従って小流量の運転調整が困難
であった。
For this reason, it is difficult to discharge sludge unless the water level in the settling tank is maintained above a certain level, and therefore it is difficult to adjust the operation at a small flow rate.

本発明はこのような従来装置の欠点に鑑みて、越流管を
上下調節自在とすると共に越流管の上端開口をフロート
により自動的に調節する構造としたもので、その詳細を
説明すれば次の通りである。
In view of the shortcomings of the conventional devices, the present invention has a structure in which the overflow pipe is vertically adjustable and the upper end opening of the overflow pipe is automatically adjusted by a float. It is as follows.

図において1は沈殿池、2はこの沈殿池1に隣接して設
けた汚泥水路、3は該水路2の底部に固定した垂直の連
通管でその下端は該沈殿池1の汚泥溜め4に開口する採
泥口5に通じている。
In the figure, 1 is a sedimentation tank, 2 is a sludge channel installed adjacent to the sedimentation tank 1, and 3 is a vertical communication pipe fixed to the bottom of the water channel 2, the lower end of which opens into the sludge reservoir 4 of the settling tank 1. It leads to mud sampling port 5.

6は該連通管3の上端開口に昇降自在に装着した越流管
で、その外側と連通管3の上端内側との間にはパツキン
7を取付ける。
Reference numeral 6 denotes an overflow pipe which is attached to the upper end opening of the communication pipe 3 so as to be able to rise and fall freely, and a packing 7 is attached between the outside of the overflow pipe and the inside of the upper end of the communication pipe 3.

8は該越流管6の上端に固定した枠、9は鉄枠8に下端
を固定した昇降杆でその上部には雄ネジを設け、汚泥水
路2の上部の取付枠10に回動自在に装着したハンドル
11の中央の標札に該雄ネジを螺合せしめてハンドル1
1の回動により昇降杆9を枠8と越流管6と共に昇降せ
しめるように構成する。
8 is a frame fixed to the upper end of the overflow pipe 6; 9 is a lifting rod whose lower end is fixed to the iron frame 8; the upper part thereof is provided with a male screw, and is rotatably attached to the mounting frame 10 at the upper part of the sludge waterway 2; Screw the male screw onto the center label of the handle 11 that is attached, and then attach the handle 1.
1, the lifting rod 9 is raised and lowered together with the frame 8 and the overflow pipe 6.

12は鉄管6の上端に設けた開口、13はこの開口12
の開口率を変化させる弁体で、この弁体13は枠8に軸
14で枢着したレバー15の一端に取付けである。
12 is an opening provided at the upper end of the iron pipe 6, and 13 is this opening 12.
This valve body 13 is attached to one end of a lever 15 pivotally connected to the frame 8 by a shaft 14.

又、該レバー15の他端は下方へ屈曲してその下端にフ
ロート16を固定し、水路2の水位が上るとフロート1
6が浮上し、弁体13が下って開口12の開口率を縮少
し、水位が下ると開口12の開口率を拡大するように構
成する。
The other end of the lever 15 is bent downward to fix a float 16 to its lower end, and when the water level of the waterway 2 rises, the float 16 is bent downward.
6 floats up, the valve body 13 descends to reduce the opening ratio of the opening 12, and when the water level falls, the opening ratio of the opening 12 is expanded.

又、水路2には汚泥排出管17を設ける。Furthermore, a sludge discharge pipe 17 is provided in the waterway 2.

本発明は上記の構成であり、図のように越流管6の上端
開口12が沈殿池1の水位より低く、且つ開口12から
弁体13が離れているとき、汚泥溜め4内に掻き寄せら
れた沈殿汚泥は落差により採泥口5内に吸込゛□ま、れ
て連通管3内を上昇し、越流管6の上端開口12から汚
泥水路2へ越流して排出管17から排出される。
The present invention has the above configuration, and when the upper end opening 12 of the overflow pipe 6 is lower than the water level of the sedimentation tank 1 and the valve body 13 is away from the opening 12 as shown in the figure, sludge is raked into the sludge reservoir 4. The settled sludge is sucked into the sludge sampling port 5 due to the head difference, rises in the communication pipe 3, overflows into the sludge waterway 2 from the upper end opening 12 of the overflow pipe 6, and is discharged from the discharge pipe 17. Ru.

又、開口12からの越流量が増加して水路2の水位が上
るとフロート16が上り弁13が開口12を縮少して越
流量を減少させる。
Furthermore, when the overflow from the opening 12 increases and the water level of the waterway 2 rises, the float 16 rises and the valve 13 contracts the opening 12 to reduce the overflow.

又、沈殿池1の水位が変化して沈殿池1の水位と開口1
2の差が大きくなりすぎるか小さくなりすぎたときはノ
・ンドル11の操作で越流管6を移動させて適当な値に
調整し得る。
Also, the water level of settling tank 1 changes and the water level of settling tank 1 and opening 1 change.
2 becomes too large or too small, the overflow pipe 6 can be moved by operating the nozzle 11 to adjust it to an appropriate value.

本発明は上記のように越流管が上下調節自在であるため
、越流管の開口と沈殿池の水位の差を適正に調整できる
ものであり、又、越流管の上端開口はフロートにより上
下せしめられる弁によって自動調整されるので汚泥水路
の水位の変動は少なく、常に適正な水位差が保たれる効
果がある。
In the present invention, since the overflow pipe can be adjusted up and down as described above, the difference between the opening of the overflow pipe and the water level of the settling tank can be adjusted appropriately, and the upper end opening of the overflow pipe can be adjusted by a float. Since it is automatically adjusted by a valve that can be moved up and down, there is little fluctuation in the water level in the sludge channel, and the effect is that an appropriate water level difference is always maintained.

従って沈殿池への原水の流入量が変動してもそれに応じ
た採泥が行われるものである。
Therefore, even if the amount of raw water flowing into the sedimentation tank fluctuates, sludge is collected accordingly.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明装置を有する沈殿池の工部切欠縦断側面
図、第2図は同上要部の拡大縦断側面図である。 1・・・・・・沈殿池、2・・・・・・汚泥水路、4・
・・・・・汚泥溜り、6・・・・・・越流管、12・・
・・・・開口、13・・・・・・弁、15・・・・・・
フロート。
FIG. 1 is a cutaway vertical side view of the construction section of a sedimentation basin equipped with the apparatus of the present invention, and FIG. 2 is an enlarged vertical side view of the main parts of the same. 1...Sedimentation tank, 2...Sludge channel, 4.
...Sludge pool, 6...Overflow pipe, 12...
...Opening, 13...Valve, 15...
float.

Claims (1)

【特許請求の範囲】[Claims] 1 沈殿池に隣接して設けた汚泥水路に沈殿池の中央底
部にその一端部である採泥口を開口せしめた越流管を設
け、採泥口から流入した汚殿汚泥な該越流管の上端開口
から汚泥水路に越流せしめるようにした採泥装置におい
て、該越流管を昇降自在とすると共に、この越流管の上
端開口部には該開口を開閉する弁を配置し、汚泥水路の
水面に浮上せしめたフロートと絞弁を一点にて支持され
たレバーにて揺動自在に取りつげたことを特徴とする採
泥装置における流量調整装置。
1. An overflow pipe with a sludge collection port at one end opened at the center bottom of the sedimentation tank is installed in the sludge waterway provided adjacent to the sedimentation tank, and the overflow pipe is filled with sludge that flows from the sludge collection port. In a sludge collecting device that allows sludge to overflow from the upper end opening into a sludge waterway, the overflow pipe is movable up and down, and a valve for opening and closing the opening is disposed at the upper end opening of the overflow pipe. A flow rate adjustment device for a mud collecting device, characterized in that a float floated on the water surface of a waterway and a throttle valve are swingably mounted on a lever supported at one point.
JP2684176A 1976-03-09 1976-03-09 Flow rate adjustment device in mud sampling equipment Expired JPS5843127B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2684176A JPS5843127B2 (en) 1976-03-09 1976-03-09 Flow rate adjustment device in mud sampling equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2684176A JPS5843127B2 (en) 1976-03-09 1976-03-09 Flow rate adjustment device in mud sampling equipment

Publications (2)

Publication Number Publication Date
JPS52108652A JPS52108652A (en) 1977-09-12
JPS5843127B2 true JPS5843127B2 (en) 1983-09-24

Family

ID=12204485

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2684176A Expired JPS5843127B2 (en) 1976-03-09 1976-03-09 Flow rate adjustment device in mud sampling equipment

Country Status (1)

Country Link
JP (1) JPS5843127B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5568507U (en) * 1978-11-02 1980-05-12
JPS58101710A (en) * 1981-12-11 1983-06-17 Hitachi Ltd Water treatment plant sedimentation tank sludge extraction control device

Also Published As

Publication number Publication date
JPS52108652A (en) 1977-09-12

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