JPH0523804B2 - - Google Patents
Info
- Publication number
- JPH0523804B2 JPH0523804B2 JP704685A JP704685A JPH0523804B2 JP H0523804 B2 JPH0523804 B2 JP H0523804B2 JP 704685 A JP704685 A JP 704685A JP 704685 A JP704685 A JP 704685A JP H0523804 B2 JPH0523804 B2 JP H0523804B2
- Authority
- JP
- Japan
- Prior art keywords
- bag
- collection
- sludge
- discharge
- pit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000010802 sludge Substances 0.000 claims description 84
- 230000008602 contraction Effects 0.000 claims description 15
- 238000007599 discharging Methods 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 21
- 239000007788 liquid Substances 0.000 description 14
- 239000006228 supernatant Substances 0.000 description 13
- 238000003780 insertion Methods 0.000 description 10
- 230000037431 insertion Effects 0.000 description 10
- 101150054854 POU1F1 gene Proteins 0.000 description 9
- 238000000605 extraction Methods 0.000 description 7
- 238000004062 sedimentation Methods 0.000 description 5
- 238000004140 cleaning Methods 0.000 description 4
- 238000004891 communication Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 229920001971 elastomer Polymers 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000008719 thickening Effects 0.000 description 2
- 238000005352 clarification Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Description
〔産業上の利用分野〕
本発明は、浄水や廃水処理における沈降槽に沈
降した汚泥の排出方法およびその装置に関する。
〔従来の技術〕
一般的に、汚水の清澄装置においては、第6図
のように、沈降槽2において沈降させた沈降汚泥
を、掻寄せ機3によつて、集泥ピツト1に集め、
沈降槽2の水頭を利用して、汚泥引抜管4より排
泥弁5の操作によつて濃縮槽Xへ排泥するように
なつている。
沈降槽の汚泥を排出する場合、特公昭56−
37848号公報に記載されているように、(1)動力に
よる機械的な排出装置を用いる方法、(2)水圧によ
る押し出し方式、(3)槽を空にして洗い出す方法等
があるが、(1)および(2)の常時排泥方法が合理的で
ある。
いずれにしても、この種の排泥操作に当つては
上澄液と混合することなく、高濃度汚泥の全量を
排出することが重要である。
〔発明が解決しようとする問題点〕
しかるに従来の排泥方式は、第7図〜第9図に
示すように、集泥ピツト1に貯つた汚泥Aに対し
て、排出ポンプ(図示せず)に接続された排出管
Cの排泥弁Dを開くと、当初は第7図のように、
汚泥Aのみが排出されるが、次第に、第8図のよ
うに、上澄液Bが汚泥A中に混入し、そのため排
泥液の汚泥濃度を低下させ、引続き可能な限り排
液を行うために、長時間排出を続けると、最後に
は第9図のように、上澄液のみが排出され、操作
が終了するというものであつた。しかし、これで
は排泥時間が長びき、排出ポンプの運転費も多大
なものとなるし、しかも第9図のように汚泥の全
量を排出できず、隅角部等に汚泥の残留を生じ
る。
そこで、前記公報記載のものが提案されている
けれども、一定の効果はあるものの確実でないな
どの難点がある。
すなわち、隔板とピツトとの摺動部のシールが
難しく、かつ2〜3m(横断面図)のピツトを塞ぐ
隔板を上下させるには大動力を要し、また有効な
汚泥層の海面を検出する手段がなく制御が困難で
あり、隔板を下降したとき集泥ピツト内に臨む排
出管を避ける必要があり、さらに不可能ではない
けれども全体として設備費が著しく嵩むなどの難
点がある。
他方で、本出願人は、特願昭59−62834号とし
て、集排バツグを集泥ピツトに設け、その開口部
を仕切部材によつて仕切るようになし、この仕切
後、サイフオン方式によつて集排バツグを収縮さ
せる技術を提案したが、仕切操作が難しく、また
設備費が高くなるなどの難点がある。
本発明は、前記従来の問題点を一挙に解決した
もので、その目的とするところは、上澄液の混入
を少なくして高濃度汚泥の全量を速かにかつ容易
に排出できる沈降汚泥の排出方法およびその装置
を提供することにある。
〔問題点を解決するための手段〕
上記問題点を解決するための本発明法は、沈降
槽の集泥ピツト内に上部が開口し実質的に可撓性
材料からなる集排バツグを配し、集排バツグの底
部に槽外と連通する汚泥引抜管を設け、前記集排
バツグの高さ方向位置に関し、少なくとも開口近
傍位置に集排バツグの径を縮める収縮手段を設
け、この収縮手段による集排バツグの径の収縮に
よつてその内部の沈降汚泥を前記汚泥引抜管を介
して排出することを特徴とするものである。
また、本発明装置は、実質的に可撓性材料から
なり、上部が開口しその開口縁が集泥ピツト内壁
またはその上方近傍にシール状態で固定され、集
泥ピツト内に配された集排バツグと、集排バツグ
の底部と槽外とを連通する汚泥引抜管と、集排バ
ツグの高さ方向に間隔を置いて配置され、集排バ
ツグの径を縮め、かつその動作時が上方から下方
に順次移行する複数の収縮手段とを備えたことを
特徴とするものである。
〔作用〕
本発明では、集泥ピツト内に集排バツグが設け
られ、その内部に沈降汚泥が収納される。この沈
降汚泥を汚泥引抜(排出)管を介して外部に排出
させるために、集排バツグと集泥ピツト内壁との
間に、たとえば環状の袋体等の収縮手段が設けら
れる。袋体には流体たとえば水の給排手段が設け
られる。いま、水を袋体内に圧入すると、袋体は
膨張し、かつ袋体は背後において、集泥ピツト内
壁によつて規制されているため、膨張に伴つて集
排バツグを収縮させる。この収縮によつて、集排
バツグはその内部の汚泥を汚泥引抜管を通して排
出させる。
ところで、集排バツグは、その径が上方から下
方へ収縮しないと、たとえば初期において下部が
収縮すると、集排バツグ内の汚泥が開口部から上
方の清澄液へと押し上げられてしまう。そこで、
本発明では、少なくとも袋体は集排バツグの開口
縁近くに設けられ、まず集排バツグの上部から径
の収縮を起させることとしている。この場合、袋
体等からなる収縮手段は一つでもよいが、複数設
けておき、上方から下方にかけて順に動作時を遅
らせると、押し上げを起すことなく排泥できる。
〔発明の具体例〕
以下本発明をまず第1図〜第4図に示す第1具
体例によつてさらに詳説する。
10は集排バツグで、たとえばゴム等の可撓性
材料からなる。このバツグ10は集泥ピツト1内
に設けられ、上部が開口し、その開口縁は固定シ
ール部材11によつて、集泥ピツト1の内壁面に
密封状態で固定されている。12は汚泥引抜管
で、バツグ10下部の排出口10aと連なつてい
る。バツグ10は、その排出口10a部分が第4
図に詳細に示すように、引抜管12端部のフラン
ジ12aと固定板13とで挟まれてボルト14止
めされ、引抜管12に対して(換言すれば集泥ピ
ツト1に対して)位置固定されている。
汚泥引抜管12の途中には排泥制御弁15が設
けられ、ポンプ16等のサクシヨン手段に連なつ
ている。
また、集排バツグ10と集泥ピツト1との間隙
17に配された次述する袋体22A,22Bに連
通して、圧水挿入管18が設けられ、その途中に
は挿入制御弁19が取付けられている。また、圧
水挿入管18から分岐して、排水弁20を有する
排水管21が配管されている。
一方、前記間隙17の上部および下部には、ゴ
ム等からなる可撓性のかつ環状の第1および第2
袋体22A,22Bが配されており、集排バツグ
10または集泥ピツト1の内壁に対して固定され
ている。これら袋体22A,22Bには、圧水挿
入管18の分岐管18A,18Bが連通してい
る。分岐管18A,18Bにはそれぞれ切替制御
弁18a,18bが取付けられている。
また、間隙17と上澄液とは途中に導入弁23
を有する上澄液導入管24によつて連通可能とさ
れている。さらに、汚泥引抜管12には、洗浄弁
25を有する洗浄管26が連なつている。
かかる設備において、汚泥の排出操作に際して
は、集排バツグ10内にほぼ満杯まで汚泥が集積
された時点で、排泥制御弁15を開とする。その
結果、沈降槽2の液位によつて決まる水頭圧が汚
泥に対して作用しているので、汚泥に押し出し圧
が加わり、汚泥が汚泥引抜管12を通る排泥が始
まる。
しかし、この排泥操作のみでは、汚泥中に最短
の流動路が形成されるだけで、その流動路以外の
部分の汚泥は流動せず、排泥されない。そこで、
排泥制御弁15を開とするとほぼ同時にまたはわ
ずかに遅れて挿入制御弁19を開とし、かつ切替
制御弁18aを開とし、水頭圧以上の圧水を圧水
挿入管18および分岐管18Aを通して第1袋体
22Aに供給する。これによつて、第2図のよう
に、第1袋体22Aを膨張させ、集排バツグ10
の上部の径を縮め、その内容物たる汚泥を汚泥引
抜管12を介して排出させる。この収縮作用、集
排バツグ内への初期の上澄液の流入、必要により
行なわれるポンプ16によるサクシヨン作用等に
より、集排バツグ10内の汚泥の団塊が崩れ、集
排バツグ10内面との固着が剥離されながら、汚
泥は排出されていく。
その後、切替制御弁18bも開とし、第2袋体
22Bへ圧水を供給し、第3図のように、第2袋
体22Bを膨張させ、集排バツグ10の下方部分
を縮径させ、さらに汚泥の排出を行う。この段階
では、各袋体22A,22Bの膨張度によるが、
大部分の汚泥が排出される。さらに排泥を徹底さ
せる場合には、導入弁23を開とし、上澄液を間
隙17内に導入し、上澄液の水頭圧によつて、あ
るいは圧水挿入管18から分岐させた管(図示せ
ず)を通して水頭圧以上の圧力をもつて圧水を導
入することによつて、集排バツグ10を収縮させ
る。
かくして、集排バツグ10は上方から下方に向
けて順次絞られ、集排バツグ10を完全収縮させ
ることによつて、汚泥の全量を排出できる。全汚
泥が排出された場合には、集排バツグ10はこれ
以上収縮しなくなつたならば、切替制御弁18
a,18bおよび排水弁20を開き、間隙17内
にある圧水を排出する。これによつて、集排バツ
グ10は膨張し復元する。このとき、排泥制御弁
15を閉、洗浄弁25を開とし、洗浄水を汚泥引
抜管12に注入すると、汚泥引抜管12を洗浄す
ることができる。
上記例では、吸引圧を作用させるに当つて、沈
降槽2の水頭圧と排泥制御弁15の開閉と袋体2
2A,22Bの膨張とによつて吸引圧作用手段を
構成したが、これらと共に、あるいは単独でポン
プ16を用いて吸引圧作用手段を構成してもよ
い。ポンプ16を用いると、排泥を水頭圧以上の
個所へ送給するとか、吸引圧が水頭圧では不足す
る場合などにおいて有効である。
上記例において、挿入管18を通る圧力流体と
しては空気あるいは粒状体等でもよい。また、吸
引圧引抜管12は上記例のように底側部でなく集
排バツグ10の底面に連通して設置してもよい。
さらに、上記例は引抜管12に集排バツグ10を
固定したが、引抜管12の近傍に設けた適当な金
具によつて固定してもよい。ところで排泥口10
aは底部にないと、汚泥残しを生じる虞れがある
し、もし上部にあると集排バツグ10へ収縮させ
たとき、汚泥の押し上げを生じる危険性もある。
また集排バツグ10の一部が固定されていない
と、その収縮がランダムとなり、極端な場合、浮
き上る危険性もある。
ところで、上記袋体22A,22Bの材質とし
ては、ゴムのほか、汚泥が不透過の目をもつた瀘
布、プラスチツク、布帛にラテツクスをコーテイ
ングしたもの等を用いることができる。袋体は1
つであつてもよいが、この場合、袋体の上部がま
ず膨張し順次下方が膨張するよう、袋体の肉厚を
変えるなどの手段を要する。したがつて、一般に
袋体は通常、複数、高さ方向に配設するのが経済
的でありかつ信頼性が高い。
上記例では、収縮手段として袋体を用いたが、
カメラの絞り機構あるいはシヤツター機構(フオ
ーカルプレーンを除く)のように、集排バツグの
背後に複数枚の羽根板を設けて集排バツグを絞る
ようにしてもよい。ただ、沈降槽の集泥ピツトの
スペース等からこの種の機械的収縮手段はあまり
好ましくなく、実用的なのは袋体によるものであ
る。
他方で、第5図に示す収縮手段30を用いるこ
とも可能である。すなわち、集排バツグ10の上
縁対向辺部にピンチ棒31,32を固定し、それ
らの一端をピツト1内壁に掛け渡したガイド棒3
3に移動自在に係合し、それらの他端にナツト3
4,35を固定し、これらナツト34,35を両
端部側が逆ネジとなつた移動用ネジ杆36に螺合
し、このネジ杆36をモータ37の出力回転によ
つて回転させることによつて、集排バツグ10の
開口を開閉するようにしてある。なお、ネジ杆3
6の先端はピツト1の内壁に遊嵌され、モータ3
7はピツト1の外壁に固定される。また、収縮手
段を集排バツグ10の高さ方向に複数設けること
もできる。この場合、上方から下方の順に収縮を
行う。さらに、この例では、収縮に伴つて、ピツ
ト1内壁とバツグ10との間に上澄液が混入する
が、再膨張の際、これを容易に排出できる。
本例では、集排バツグの開口縁の完全閉鎖が可
能であるため、汚泥を上澄液の混入による希釈を
行うことなく排泥が可能であるが、第1図〜第3
図例の不完全密閉であつても、引抜管12を介す
る引抜き操作を併用すれば、あるいは併用なしで
も水頭圧の利用によつて、効率よく完全な排泥が
可能である。
〔実施例〕
第1図および第4図に示す態様で、90の容量
の集泥ピツトを構成し、上水スラツジの排泥を行
つたところ、第1表に示す結果が得られた。同表
には、第7図〜第9図に示す態様の従来法の結果
をも併記した。
[Industrial Application Field] The present invention relates to a method and apparatus for discharging sludge settled in a sedimentation tank in water purification or wastewater treatment. [Prior Art] Generally, in a sewage clarification device, as shown in FIG.
Using the water head of the settling tank 2, sludge is drained from the sludge drawing pipe 4 to the thickening tank X by operating a sludge valve 5. When discharging sludge from a sedimentation tank,
As described in Publication No. 37848, there are (1) a method using a mechanical discharge device powered by power, (2) an extrusion method using water pressure, and (3) a method of emptying the tank and washing it out. ) and (2) continuous sludge removal methods are reasonable. In any case, in this type of sludge removal operation, it is important to discharge the entire amount of highly concentrated sludge without mixing it with the supernatant liquid. [Problems to be Solved by the Invention] However, in the conventional sludge drainage system, as shown in FIGS. When the sludge drain valve D of the drain pipe C connected to is opened, initially as shown in Fig. 7,
Only sludge A is discharged, but as shown in Fig. 8, supernatant liquid B gradually mixes into sludge A, thereby reducing the sludge concentration in the drained liquid and continuing to drain as much as possible. However, if the draining was continued for a long time, only the supernatant liquid would be drained, as shown in Figure 9, and the operation would end. However, this takes a long time to drain the sludge, increases the operating cost of the discharge pump, and, as shown in FIG. 9, the entire amount of sludge cannot be discharged, resulting in sludge remaining in corners and the like. Therefore, the method described in the above-mentioned publication has been proposed, but although it has certain effects, it has drawbacks such as not being reliable. In other words, it is difficult to seal the sliding part between the diaphragm and the pit, and it requires a large amount of power to move up and down the diaphragm that closes the pit, which is 2 to 3 meters long (cross-sectional view). It is difficult to control as there is no means of detection, it is necessary to avoid the discharge pipe that faces into the sludge pit when the partition plate is lowered, and although it is not impossible, there are other drawbacks such as a significant increase in equipment costs as a whole. On the other hand, the present applicant has proposed, in Japanese Patent Application No. 59-62834, that a collecting/discharging bag is provided in a mud collecting pit, the opening of the bag is partitioned off by a partition member, and after this partitioning, the bag is Although we have proposed a technology to shrink the collection/discharge bag, there are drawbacks such as difficulty in operating the partitions and high equipment costs. The present invention solves the above-mentioned conventional problems at once, and its purpose is to produce settled sludge that can reduce the amount of supernatant liquid mixed in and quickly and easily discharge the entire amount of high-concentration sludge. An object of the present invention is to provide a discharge method and device. [Means for Solving the Problems] The method of the present invention for solving the above-mentioned problems includes disposing a collection/drainage bag which has an open top and is made of a substantially flexible material in the sediment collection pit of the settling tank. , a sludge drawing pipe communicating with the outside of the tank is provided at the bottom of the collection/discharge bag, and with respect to the height direction position of the collection/discharge bag, a contraction means for reducing the diameter of the collection/discharge bag is provided at least at a position near the opening; The present invention is characterized in that the settled sludge inside the bag is discharged through the sludge drawing pipe by shrinking the diameter of the collection/discharge bag. Further, the device of the present invention is substantially made of a flexible material, has an open upper part, the opening edge is fixed in a sealed state to the inner wall of the mud collecting pit, or the vicinity above the mud collecting pit. The bag, a sludge drawing pipe that communicates the bottom of the bag with the outside of the tank, and a sludge drawing pipe that are arranged at intervals in the height direction of the bag, reduce the diameter of the bag, and operate from above. It is characterized by comprising a plurality of contraction means that sequentially move downward. [Function] In the present invention, a collection/discharge bag is provided in the sludge collection pit, and settled sludge is stored inside the bag. In order to discharge this settled sludge to the outside through a sludge extraction (discharge) pipe, a shrinking means such as an annular bag is provided between the collection/discharge bag and the inner wall of the sludge collection pit. The bag body is provided with means for supplying and discharging fluid such as water. Now, when water is forced into the bag, the bag expands, and since the bag is regulated at the back by the inner wall of the dirt collection pit, the bag contracts as it expands. This contraction causes the collection bag to discharge the sludge inside it through the sludge withdrawal pipe. By the way, if the diameter of the collection/drainage bag does not shrink from the top to the bottom, for example, if the lower part contracts in the initial stage, the sludge in the collection/drainage bag will be pushed up through the opening into the clarified liquid above. Therefore,
In the present invention, at least the bag body is provided near the opening edge of the collection/discharge bag, and the diameter of the bag is first contracted from the upper part of the collection/discharge bag. In this case, only one deflation means such as a bag may be used, but if a plurality of deflation means are provided and the operation is delayed sequentially from the top to the bottom, mud can be removed without pushing up. [Specific Examples of the Invention] The present invention will be explained in more detail below with reference to a first specific example shown in FIGS. 1 to 4. 10 is a collection/discharge bag made of a flexible material such as rubber. This bag 10 is provided in the mud collecting pit 1, has an open upper part, and the opening edge is fixed to the inner wall surface of the mud collecting pit 1 in a sealed state by a fixed sealing member 11. 12 is a sludge drawing pipe, which is connected to the discharge port 10a at the bottom of the bag 10. The bag 10 has a fourth discharge port 10a.
As shown in detail in the figure, it is sandwiched between a flange 12a at the end of the drawn pipe 12 and a fixing plate 13 and fixed with bolts 14, and is fixed in position with respect to the drawn pipe 12 (in other words, with respect to the mud collecting pit 1). has been done. A sludge removal control valve 15 is provided in the middle of the sludge drawing pipe 12, and is connected to suction means such as a pump 16. Further, a pressurized water insertion pipe 18 is provided in communication with bag bodies 22A and 22B, which will be described below, which are arranged in the gap 17 between the collection/drainage bag 10 and the mud collection pit 1, and an insertion control valve 19 is provided in the middle thereof. installed. Further, a drain pipe 21 having a drain valve 20 is provided branching from the pressure water insertion pipe 18 . On the other hand, at the upper and lower portions of the gap 17, flexible and annular first and second tubes made of rubber or the like are provided.
Bag bodies 22A and 22B are arranged and fixed to the inner wall of the collection/discharge bag 10 or the mud collection pit 1. Branch pipes 18A and 18B of the pressurized water insertion pipe 18 communicate with these bags 22A and 22B. Switching control valves 18a and 18b are attached to the branch pipes 18A and 18B, respectively. Also, between the gap 17 and the supernatant liquid, there is an introduction valve 23 in the middle.
Communication is possible through a supernatant fluid inlet pipe 24 having a supernatant fluid inlet pipe 24. Furthermore, a cleaning pipe 26 having a cleaning valve 25 is connected to the sludge drawing pipe 12 . In such equipment, when discharging sludge, the sludge discharge control valve 15 is opened when the collection/discharge bag 10 is almost full of sludge. As a result, the water head pressure determined by the liquid level in the settling tank 2 is acting on the sludge, so that pushing pressure is applied to the sludge, and the sludge begins to pass through the sludge extraction pipe 12 and begin to be drained. However, this sludge draining operation only forms the shortest flow path in the sludge, and the sludge outside the flow path does not flow and is not drained. Therefore,
When the sludge control valve 15 is opened, the insertion control valve 19 is opened almost at the same time or with a slight delay, and the switching control valve 18a is also opened, and pressure water higher than the water head pressure is passed through the pressure water insertion pipe 18 and the branch pipe 18A. It is supplied to the first bag body 22A. As a result, as shown in FIG. 2, the first bag body 22A is expanded and the collection/discharge bag 10
The diameter of the upper part of the sludge is reduced, and the sludge contained therein is discharged through the sludge extraction pipe 12. Due to this contraction action, the initial inflow of supernatant liquid into the collection/drainage bag, the suction action by the pump 16 performed as necessary, etc., the lumps of sludge in the collection/drainage bag 10 break down and become stuck to the inner surface of the collection/drainage bag 10. The sludge is discharged as it is peeled off. After that, the switching control valve 18b is also opened, supplying pressurized water to the second bag body 22B, as shown in FIG. Furthermore, sludge is discharged. At this stage, depending on the degree of expansion of each bag 22A, 22B,
Most of the sludge is discharged. In order to further thoroughly drain the sludge, open the introduction valve 23 and introduce the supernatant liquid into the gap 17, and use the water head pressure of the supernatant liquid or a pipe branched from the pressure water insertion pipe 18 ( The bag 10 is deflated by introducing pressurized water at a pressure higher than the water head pressure through the tank (not shown). In this way, the collecting and discharging bag 10 is sequentially squeezed from the top to the bottom, and by completely deflating the collecting and discharging bag 10, the entire amount of sludge can be discharged. When all the sludge has been discharged and the collection/drainage bag 10 no longer contracts, the switching control valve 18 is opened.
a, 18b and the drain valve 20 are opened to drain the pressure water in the gap 17. As a result, the collection/discharge bag 10 expands and returns to its original state. At this time, the sludge extraction pipe 12 can be cleaned by closing the sludge control valve 15, opening the cleaning valve 25, and injecting cleaning water into the sludge extraction pipe 12. In the above example, when applying suction pressure, the head pressure of the settling tank 2, the opening/closing of the sludge control valve 15, and the
Although the suction pressure applying means is constituted by the expansion of 2A and 22B, the suction pressure applying means may be constituted by using the pump 16 together with these or alone. The use of the pump 16 is effective when delivering sludge to a location where the head pressure is higher than the head pressure, or when the suction pressure is insufficient at the head pressure. In the above example, the pressure fluid passing through the insertion tube 18 may be air, particles, or the like. Further, the suction pressure extraction pipe 12 may be installed in communication with the bottom surface of the collection/discharge bag 10 instead of the bottom side portion as in the above example.
Further, in the above example, the collecting/discharging bag 10 is fixed to the drawn pipe 12, but it may be fixed by a suitable metal fitting provided near the drawn pipe 12. By the way, mud drain port 10
If a is not at the bottom, there is a risk of sludge remaining, and if it is at the top, there is a risk of sludge being pushed up when the bag is contracted into the collection/discharge bag 10.
Furthermore, if a part of the collection/discharge bag 10 is not fixed, its contraction will be random, and in extreme cases, there is a risk that it will float up. By the way, as the material for the bags 22A and 22B, in addition to rubber, there may be used a filter cloth with meshes that are impermeable to sludge, plastic, cloth coated with latex, and the like. The bag body is 1
However, in this case, it is necessary to take measures such as changing the wall thickness of the bag so that the upper part of the bag expands first and the lower part expands sequentially. Therefore, it is generally economical and highly reliable to arrange a plurality of bags in the height direction. In the above example, a bag was used as the contraction means, but
Like the aperture mechanism or shutter mechanism of a camera (excluding focal planes), a plurality of vanes may be provided behind the collection/discharge bag to narrow the collection/discharge bag. However, this type of mechanical contraction means is not very desirable due to the space of the sedimentation tank's sludge collecting pit, and the practical method is to use a bag body. On the other hand, it is also possible to use the contraction means 30 shown in FIG. That is, pinch rods 31 and 32 are fixed to opposite sides of the upper edge of the collection/discharge bag 10, and a guide rod 3 with one end thereof stretched over the inner wall of the pit 1.
3, and a nut 3 at their other end.
4 and 35 are fixed, and these nuts 34 and 35 are screwed into a moving screw rod 36 whose both ends are reverse threaded, and this screw rod 36 is rotated by the output rotation of the motor 37. , the opening of the collection/discharge bag 10 is opened and closed. In addition, screw rod 3
The tip of the motor 3 is loosely fitted into the inner wall of the pit 1.
7 is fixed to the outer wall of the pit 1. Further, a plurality of contraction means may be provided in the height direction of the collection/discharge bag 10. In this case, contraction is performed in order from the top to the bottom. Furthermore, in this example, as the bag contracts, supernatant liquid gets mixed in between the inner wall of the pit 1 and the bag 10, but this can be easily discharged during re-expansion. In this example, it is possible to completely close the opening edge of the collection/drainage bag, so it is possible to drain the sludge without diluting it with supernatant liquid.
Even in the case of incomplete sealing as shown in the figure, efficient and complete sludge removal is possible by using the water head pressure with or without the drawing operation via the drawing pipe 12. [Example] A sludge collection pit with a capacity of 90 was constructed in the manner shown in FIGS. 1 and 4, and when drinking water sludge was drained, the results shown in Table 1 were obtained. The table also shows the results of the conventional method shown in FIGS. 7 to 9.
以上の通り、本発明によれば、上澄液の混入お
よび汚泥の押し上げを起すことなく、汚泥のほぼ
全量を速かにかつ操作的に容易に排出できる。ま
た、装置構成が単純でメンテナンスが容易でかつ
設備費が安価となる。
As described above, according to the present invention, almost the entire amount of sludge can be discharged quickly and operationally without mixing the supernatant liquid or pushing up the sludge. Furthermore, the device configuration is simple, maintenance is easy, and equipment costs are low.
第1図は本発明装置の要部を示す断面図、第2
図および第3図は排泥過程を順に示す概要図、第
4図は集排バツグの固定例を示す断面図、第5図
は他の収縮手段の例を示す概略斜視図、第6図は
濃縮沈降設備全体の概要図、第7図〜第9図は従
来の排泥の過程を順に示す概要図である。
1……集泥ピツト、2……沈降槽、10……集
排バツグ、10a……排出口、11……固定シー
ル、12……汚泥引抜管、15……排泥制御弁、
16……ポンプ、17……間隙、18……圧水挿
入管、19……挿入制御弁、22A,22B……
袋体(収縮手段)。
Figure 1 is a sectional view showing the main parts of the device of the present invention, Figure 2
3 and 3 are schematic diagrams sequentially showing the sludge removal process, FIG. 4 is a cross-sectional view showing an example of fixing the collecting and discharging bag, FIG. 5 is a schematic perspective view showing an example of another contraction means, and FIG. A schematic diagram of the entire thickening and sedimentation equipment, and FIGS. 7 to 9 are schematic diagrams sequentially showing the conventional sludge removal process. 1... Sludge collection pit, 2... Sedimentation tank, 10... Collection/discharge bag, 10a... Discharge port, 11... Fixed seal, 12... Sludge extraction pipe, 15... Sludge removal control valve,
16... Pump, 17... Gap, 18... Pressure water insertion pipe, 19... Insertion control valve, 22A, 22B...
Bag body (deflation means).
Claims (1)
に可撓性材料からなる集排バツグを配し、集排バ
ツグの底部に槽外と連通する汚泥引抜管を設け、
前記集排バツグの高さ方向位置に関し少なくとも
開口近傍位置に集排バツグの径を縮める収縮手段
を設け、この収縮手段による集排バツグの径の収
縮によつてその内部の沈降汚泥を前記汚泥引抜管
を介して排出することを特徴とする沈降汚泥の排
出方法。 2 収縮手段は、集排バツグと集泥ピツト内壁面
との間に配した実質的に水平環状の袋体と、この
袋体を膨張させるために袋体内へ流体を送入する
ようにした膨張手段とを有する特許請求の範囲第
1項記載の沈降汚泥の排出方法。 3 実質的に可撓性材料からなり、上部が開口し
その開口縁が集泥ピツト内壁またはその上方近傍
にシール状態で固定され、集泥ピツト内に配され
た集排バツグと、集排バツグの底部と槽外とを連
通する汚泥引抜管と、集排バツグの高さ方向に間
隔を置いて、配置され、集排バツグの径を縮め、
かつその動作時が上方から下方に順次移行する複
数の収縮手段とを備えたことを特徴とする沈降汚
泥の排出装置。[Scope of Claims] 1. A collection/drainage bag which is open at the top and made of a substantially flexible material is disposed in the sludge collection pit of the settling tank, and a sludge withdrawal pipe communicating with the outside of the tank is provided at the bottom of the collection/drainage bag. established,
A contraction means for reducing the diameter of the collection/discharge bag is provided at least near the opening in the height direction of the collection/discharge bag, and the settled sludge inside the bag is pulled out by the contraction of the diameter of the collection/discharge bag by the contraction means. A method for discharging settled sludge characterized by discharging it through a pipe. 2. The deflation means includes a substantially horizontal annular bag disposed between the collection/discharge bag and the inner wall surface of the dirt collection pit, and an inflation mechanism configured to feed fluid into the bag in order to inflate the bag. A method for discharging settled sludge according to claim 1, comprising means. 3. A collection/drainage bag which is substantially made of a flexible material, has an open upper part, and whose opening edge is fixed in a sealed state to the inner wall of the mud collection pit or near the upper side thereof, and which is disposed within the mud collection pit; A sludge drawing pipe that communicates the bottom of the tank with the outside of the tank is arranged at intervals in the height direction of the collection bag, and the diameter of the collection bag is reduced.
A device for discharging settled sludge, comprising: a plurality of contraction means whose operating times sequentially shift from the upper side to the lower side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP704685A JPS61167412A (en) | 1985-01-18 | 1985-01-18 | Process and device for discharging settled sludge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP704685A JPS61167412A (en) | 1985-01-18 | 1985-01-18 | Process and device for discharging settled sludge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61167412A JPS61167412A (en) | 1986-07-29 |
| JPH0523804B2 true JPH0523804B2 (en) | 1993-04-05 |
Family
ID=11655107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP704685A Granted JPS61167412A (en) | 1985-01-18 | 1985-01-18 | Process and device for discharging settled sludge |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61167412A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI462771B (en) * | 2008-07-29 | 2014-12-01 | Yoshinobu Izawa | Treatment apparatus and treatment bag |
-
1985
- 1985-01-18 JP JP704685A patent/JPS61167412A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61167412A (en) | 1986-07-29 |
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