JP4528166B2 - Sludge pre-concentration equipment - Google Patents

Sludge pre-concentration equipment Download PDF

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JP4528166B2
JP4528166B2 JP2005072861A JP2005072861A JP4528166B2 JP 4528166 B2 JP4528166 B2 JP 4528166B2 JP 2005072861 A JP2005072861 A JP 2005072861A JP 2005072861 A JP2005072861 A JP 2005072861A JP 4528166 B2 JP4528166 B2 JP 4528166B2
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sludge
separation liquid
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雅郎 田畑
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Metawater Co Ltd
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Description

本発明は、下水汚泥等の加圧供給式脱水機の前段に設置される汚泥の前濃縮装置に関するものである。   The present invention relates to a pre-concentration device for sludge installed in a preceding stage of a pressurized supply dehydrator such as sewage sludge.

ロータリープレスやスクリュープレスのような汚泥を加圧状態で供給して脱水を行わせる加圧供給式脱水機では、その前段に前濃縮装置を設置して凝集汚泥中の自由水を分離し、加圧供給式脱水機に供給される汚泥濃度を高めておくことにより、ろ過速度や含水率などの脱水性の向上を図ることができることが知られている。特に消化汚泥やOD汚泥のような難脱水性の汚泥の場合に、この効果が大きい。   In a pressure-feed type dehydrator that supplies sludge in a pressurized state such as a rotary press or screw press to perform dehydration, a pre-concentrator is installed in the preceding stage to separate and add free water in the coagulated sludge. It is known that by increasing the sludge concentration supplied to the pressure supply dehydrator, it is possible to improve the dewaterability such as the filtration rate and moisture content. This effect is particularly great in the case of non-water-removable sludge such as digested sludge and OD sludge.

このため従来から、特許文献1に示されるように加圧状態で供給される槽体の内部にウエッジワイヤを設けて凝集汚泥を濃縮し、濃縮された凝集汚泥を圧入式脱水機へ供給する一方、分離液を排出口から外部に放流する前濃縮装置が提案されている。   For this reason, conventionally, as shown in Patent Document 1, a wedge wire is provided inside a tank body that is supplied in a pressurized state to concentrate the aggregated sludge, and the concentrated aggregated sludge is supplied to the press-fit dehydrator. A pre-concentration device that discharges the separation liquid to the outside from the discharge port has been proposed.

ところが、加圧された凝集汚泥はウエッジワイヤを通過して分離液側に混入し易く、返送水の水質が悪化するという問題があった。またその際に凝集汚泥がウエッジワイヤを閉塞し易いのであるが、ウエッジワイヤは密封された圧力タンクの内部にあるため容易に洗浄することができず、安定した連続運転ができなくなるという問題があった。
特開平10-28505号公報
However, the pressurized agglomerated sludge easily passes through the wedge wire and enters the separation liquid side, and there is a problem that the quality of the returned water deteriorates. At that time, the coagulated sludge tends to block the wedge wire. However, since the wedge wire is inside the sealed pressure tank, it cannot be easily washed and stable continuous operation cannot be performed. It was.
Japanese Patent Laid-Open No. 10-28505

本発明は上記した従来の問題点を解決し、加圧供給式脱水機の前段で凝集汚泥を安定して濃縮することができ、凝集汚泥が分離液側に移行することを抑制できるとともに、ろ過体の閉塞を防止できる前濃縮装置を提供することを目的とするものである。   The present invention solves the above-described conventional problems, can stably concentrate the coagulated sludge at the front stage of the pressure supply dehydrator, can suppress the aggregation sludge from moving to the separation liquid side, and filtration An object of the present invention is to provide a pre-concentration device that can prevent obstruction of the body.

上記の課題を解決するためになされた本発明は、凝集剤が添加された汚泥が加圧状態で供給される槽体の内部をろ過体により凝集混和槽と分離液槽とに区画し、凝集混和槽には加圧供給式脱水機への凝集汚泥供給ラインを接続するとともに、分離液槽側には分離液をろ過体を通じて凝集混和槽側に逆流させることができる加圧手段を設けた汚泥の前濃縮装置であって、この加圧手段が、槽体内部との差圧調節が可能な加圧タンクまたはプロペラであることを特徴とするものである。またろ過体としては、ウエッジワイヤからなるスクリーンを用いることができる。 The present invention made in order to solve the above-mentioned problem is that the inside of a tank body to which sludge to which a flocculant is added is supplied in a pressurized state is divided into a coagulation mixing tank and a separation liquid tank by a filter, the mixing tank with connecting aggregation sludge supply line to the pressure-fed dehydrator, the separation liquid tank side provided with a pressurizing means capable of backflow mixing flocculation tank side through the filtration body the separated liquid sludge The pre-concentration device is characterized in that the pressurizing means is a pressurizing tank or propeller capable of adjusting a differential pressure with respect to the inside of the tank body . Further, a screen made of a wedge wire can be used as the filter body.

本発明の前濃縮装置は、凝集剤が添加された加圧汚泥を凝集混和槽において凝集混和させてフロックを形成し、ろ過体で濃縮して加圧供給式脱水機へ供給することは、従来と同様である。しかし本発明では、ろ過体で分離された分離液をろ過体を通じて凝集混和槽側に逆流させることができる加圧手段を設けてあるため、その加圧力により分離液の排出状況を制御することができ、分離液の排出側を大気開放としていた従来装置よりも、凝集汚泥の分離液側への移行を抑制することができる。またこの加圧手段は逆洗機能を発揮することができるので、ろ過体の閉塞を防止することができる。   In the pre-concentration device of the present invention, the pressure sludge to which the flocculant is added is coagulated and mixed in the coagulation mixing tank to form a floc, and is concentrated by the filter and supplied to the pressure supply dehydrator. It is the same. However, in the present invention, there is provided a pressurizing means capable of causing the separated liquid separated by the filter body to flow back to the agglomeration and mixing tank side through the filter body, so that the discharge state of the separated liquid can be controlled by the applied pressure. It is possible to suppress the transition of the coagulated sludge to the separation liquid side as compared with the conventional apparatus in which the separation liquid discharge side is open to the atmosphere. Moreover, since this pressurization means can exhibit a backwashing function, the filter body can be prevented from being blocked.

以下に本発明の実施形態を説明する。
図1は本発明の第1の実施形態を示すもので、1は円筒状若しくは角柱状の槽体であり、その内部に水平に設置されたろ過体2によって、下部の凝集混和槽3と上部の分離液槽4とに区画されている。槽体1は供給される圧力汚泥の圧力に耐える圧力タンク構造となっている。ろ過体2の種類は任意であるが、逆洗が行い易いウエッジワイヤからなるスクリーンを用いることが好ましい。槽体1の中心には撹拌軸5がろ過体2を貫通して設けられており、槽体1の上部にはその回転用モータ6が設置され、凝集混和槽3の内部には撹拌羽根7が設けられている。
Embodiments of the present invention will be described below.
FIG. 1 shows a first embodiment of the present invention, in which 1 is a cylindrical or prismatic tank body, and a lower agglomeration mixing tank 3 and an upper part are formed by a filter body 2 installed horizontally inside the tank body. And a separate liquid tank 4. The tank body 1 has a pressure tank structure that can withstand the pressure of the supplied pressure sludge. Although the kind of the filter body 2 is arbitrary, it is preferable to use the screen which consists of a wedge wire which is easy to backwash. A stirring shaft 5 is provided in the center of the tank body 1 so as to pass through the filter body 2, a rotating motor 6 is installed at the upper part of the tank body 1, and a stirring blade 7 is provided inside the agglomeration mixing tank 3. Is provided.

凝集混和槽3の下部には汚泥供給口8が接続されており、加圧ポンプ9により加圧されたうえで凝集剤Gが添加された加圧汚泥が供給される。凝集剤Gの種類は特に限定されるものではないが、フロックを形成しやすい高分子凝集剤を用いることが好ましい。供給された加圧汚泥は凝集混和槽3の内部で撹拌羽根7によって適切に撹拌される間に凝集混和されてフロックを形成する。そしてろ過体2によって自由水が分離されて濃縮が行われ、濃縮された加圧汚泥は凝集混和槽3の上部に設けられた凝集汚泥供給ライン10を通じて加圧供給式脱水機11へ供給される。   A sludge supply port 8 is connected to the lower part of the coagulation mixing tank 3, and pressurized sludge to which the coagulant G is added after being pressurized by the pressure pump 9 is supplied. The type of the flocculant G is not particularly limited, but it is preferable to use a polymer flocculant that easily forms floc. The supplied pressurized sludge is agglomerated and mixed while being properly agitated by the agitation blade 7 inside the agglomeration and mixing tank 3 to form a floc. Then, free water is separated and concentrated by the filter body 2, and the concentrated pressurized sludge is supplied to the pressurized feed dehydrator 11 through the aggregated sludge supply line 10 provided in the upper part of the aggregation mixing tank 3. .

この実施形態では圧入式脱水機11はロータリープレスであり、加圧汚泥は両側がスクリーンによって構成された円弧状のろ過室を移動する間に脱水が進行し、脱水ケーキとして排出される。本発明の前濃縮装置によって加圧汚泥の含水率は1〜2%低下するため、圧入式脱水機11のろ過速度を向上させることができるとともに、脱水ケーキの含水率を1〜3%程度低下させることができる。   In this embodiment, the press-fitting type dehydrator 11 is a rotary press, and the dewatering of the pressurized sludge proceeds while moving in an arc-shaped filtration chamber constituted by screens on both sides, and is discharged as a dehydrated cake. Since the moisture content of the pressurized sludge is reduced by 1 to 2% by the pre-concentration device of the present invention, the filtration rate of the press-fitting dehydrator 11 can be improved and the moisture content of the dewatered cake is reduced by about 1 to 3%. Can be made.

分離液槽4には分離液排出ライン20が設けられている。従来装置では分離液排出ラインは大気圧に開放されていたが、この実施形態では加圧手段である加圧タンク12が設けられている。加圧タンク12は内部を隔壁13で区画し、その入口側の室14に空気圧縮機15によって圧縮空気を供給できる構造となっている。この空気圧縮機15は、槽体1の内部圧力と加圧タンク12の内部圧力との差圧調節を行うことができるもので、例えば凝集汚泥供給ライン10を流れる濃縮汚泥の濃度等の性状を検出し、それに応じて分離液の排出制御を行うことができる。   The separation liquid tank 4 is provided with a separation liquid discharge line 20. In the conventional apparatus, the separation liquid discharge line is opened to the atmospheric pressure, but in this embodiment, a pressurizing tank 12 as a pressurizing means is provided. The pressurized tank 12 has a structure in which the inside is partitioned by a partition wall 13 and compressed air can be supplied to a chamber 14 on the inlet side by an air compressor 15. The air compressor 15 is capable of adjusting a differential pressure between the internal pressure of the tank body 1 and the internal pressure of the pressurized tank 12. It is possible to detect and control the discharge of the separation liquid accordingly.

すなわち、濃縮汚泥の濃度が低いときには槽体1と加圧タンク12との差圧を大きくして分離液の排出を促し、濃縮汚泥の濃度が高いときには槽体1と加圧タンク12との差圧を小さくして分離液の排出を抑制する。これにより、常に安定した濃度の濃縮汚泥を加圧供給式脱水機11に供給することができる。   That is, when the concentration of concentrated sludge is low, the differential pressure between the tank body 1 and the pressurized tank 12 is increased to facilitate the discharge of the separation liquid, and when the concentration of concentrated sludge is high, the difference between the tank body 1 and the pressurized tank 12 is increased. The pressure is reduced to suppress separation liquid discharge. Thereby, the concentrated sludge having a stable concentration can be always supplied to the pressure supply type dehydrator 11.

また、この加圧タンク12はろ過体2の逆洗手段としても使用することができる。すなわち、加圧タンク12側の圧力を槽体1の内圧よりも高めれば、分離液はろ過体2を通じて凝集混和槽3側に逆流し、ろ過体2を閉塞させているフロックを除去することができる。従って密閉された槽体1の内部での逆洗操作を容易に行うことが可能となり、従来は不可能であった安定した連続運転ができる。   The pressurized tank 12 can also be used as a means for backwashing the filter body 2. That is, if the pressure on the pressurized tank 12 side is made higher than the internal pressure of the tank body 1, the separated liquid flows backward to the agglomeration and mixing tank 3 side through the filter body 2, and flocs that block the filter body 2 can be removed. it can. Therefore, it is possible to easily perform the back washing operation inside the sealed tank body 1, and a stable continuous operation that has been impossible in the past can be performed.

図2と図3は本発明の第1の参考形態を示すもので、分離液排出ライン20に槽体内の分離液槽4よりも水頭の高いサイフォン槽16を設置したものである。ろ過体2が閉塞していない間は図2のように分離液はサイフォン槽16に貯留されるが、ろ過体2の閉塞が進行すると分離液排出ライン20に設けられた流量計もしくは圧力計により排出ポンプが停止し、図3のように槽体1内の水位が低下する。この結果、分離液排出管の下端17が液面から露出してサイフォンが構成され、サイフォン槽16内部の分離液が分離液はろ過体2を通じて凝集混和槽3側に逆流し、ろ過体2を閉塞させているフロックを除去することができる。なおこの実施形態では、分離液排出管の下端17をろ過体2のやや上方位置に設置しておく必要がある。 2 and 3 show a first embodiment of the present invention, in which a siphon tank 16 having a higher head than the separation liquid tank 4 in the tank is installed in the separation liquid discharge line 20. While the filter body 2 is not clogged, the separation liquid is stored in the siphon tank 16 as shown in FIG. 2, but when the filter body 2 is clogged, the flowmeter or pressure gauge provided in the separation liquid discharge line 20 is used. The discharge pump is stopped, and the water level in the tank body 1 is lowered as shown in FIG. As a result, the lower end 17 of the separation liquid discharge pipe is exposed from the liquid surface to form a siphon, and the separation liquid in the siphon tank 16 flows back to the agglomeration mixing tank 3 side through the filter body 2, The blocked floc can be removed. In this embodiment, it is necessary to install the lower end 17 of the separation liquid discharge pipe at a position slightly above the filter body 2.

図4と図5は本発明の第2の参考形態を示すもので、分離液排出ライン20に分離液槽4よりも水頭の高いサイフォン槽16を設置し、ろ過体2が閉塞していない間は図4のように分離液をサイフォン槽16に貯留することは第2の実施形態と同様である。しかしこの第3の実施形態では、槽体1の内圧を抜くためのバルブ18を設けてあり、ろ過体2の閉塞が進行し排出ポンプが停止して槽体1内の水位が低下したとき、図5のようにバルブ18を開いて槽体1内の圧力を低下させる。この結果、サイフォン槽16との圧力差が第2の実施形態よりも拡大し、分離液排出管の下端17からサイフォン槽16内の分離水が勢い良く逆流してろ過体2を逆洗する。このため第2の実施形態よりも一層確実な逆洗が可能である。 4 and 5 show a second embodiment of the present invention, in which a siphon tank 16 having a higher head than the separation liquid tank 4 is installed in the separation liquid discharge line 20 and the filter body 2 is not blocked. As shown in FIG. 4, the separation liquid is stored in the siphon tank 16 as in the second embodiment. However, in the third embodiment, a valve 18 for releasing the internal pressure of the tank body 1 is provided, and when the filter body 2 is closed, the discharge pump is stopped and the water level in the tank body 1 is lowered. As shown in FIG. 5, the valve 18 is opened to reduce the pressure in the tank body 1. As a result, the pressure difference with the siphon tank 16 becomes larger than that in the second embodiment, and the separated water in the siphon tank 16 flows back vigorously from the lower end 17 of the separation liquid discharge pipe to backwash the filter body 2. For this reason, more reliable backwashing is possible than in the second embodiment.

図6は本発明の第2の実施形態を示すもので、分離液槽4内の撹拌軸5に加圧手段の一種としてのプロペラ19を取付け、常に下降流を生じさせて分離液をろ過体2を通じて凝集混和槽3側に逆流させるようにしたものである。この第4の実施形態によっても凝集フロックの分離液槽4側への移行が抑制されるとともに、ろ過体2の逆洗が可能である。この逆洗圧力はさほど強いものではないが、定常的に行われるのでその効果は大きい。 FIG. 6 shows a second embodiment of the present invention, in which a propeller 19 as a kind of pressurizing means is attached to the stirring shaft 5 in the separation liquid tank 4, and a downward flow is always generated to filter the separation liquid. 2 is caused to flow backward to the agglomeration mixing tank 3 side. Also according to the fourth embodiment, the transition of the aggregated floc to the separation liquid tank 4 side is suppressed, and the filter body 2 can be backwashed. Although this backwash pressure is not so strong, the effect is great because it is performed constantly.

以上に説明したように、本発明の前濃縮装置は、従来と同様に加圧汚泥を前濃縮して加圧供給式脱水機へ供給するものであるが、分離液槽4側に加圧タンクまたはプロペラからなる加圧手段を設けてあるため、凝集汚泥の分離液側への移行を抑制することができるとともに、加圧手段を利用してろ過体2を逆洗し、ろ過体2の閉塞を防止することができる。このため長期間にわたる安定運転が可能となる。 As described above, concentrator prior to the present invention is to pre-concentrate the conventional manner pressurized圧汚mud and supplies to the pressurized feed type dehydrator, a pressurized tank to the separation tank 4 side Or since the pressurization means which consists of propellers is provided, while being able to suppress the transfer to the separated liquid side of coagulation sludge, the filter body 2 is backwashed using a pressurization means, and the filter body 2 is obstruct | occluded. Can be prevented. For this reason, stable operation over a long period of time becomes possible.

第1の実施形態を示す断面図である。It is sectional drawing which shows 1st Embodiment. 第1の参考形態の運転状態を示す断面図である。It is sectional drawing which shows the driving | running state of a 1st reference form . 第1の参考形態の逆洗状態を示す断面図である。It is sectional drawing which shows the backwashing state of a 1st reference form . 第2の参考形態の運転状態を示す断面図である。It is sectional drawing which shows the driving | running state of a 2nd reference form . 第2の参考形態の逆洗状態を示す断面図である。It is sectional drawing which shows the backwashing state of the 2nd reference form . 第2の実施形態を示す断面図である。It is sectional drawing which shows 2nd Embodiment.

1 槽体
2 ろ過体
3 凝集混和槽
4 分離液槽
5 撹拌軸
6 回転用モータ
7 撹拌羽根
8 汚泥供給口
9 加圧ポンプ
10 凝集汚泥供給ライン
11 圧入式脱水機
12 加圧タンク
13 隔壁
14 入口側の室
15 空気圧縮機
16 サイフォン槽
17 分離液排出管の下端
18 バルブ
19 プロペラ
20 分離液排出ライン
DESCRIPTION OF SYMBOLS 1 Tank body 2 Filter body 3 Aggregation mixing tank 4 Separation liquid tank 5 Stirring shaft 6 Motor for rotation 7 Stirring blade 8 Sludge supply port 9 Pressure pump 10 Aggregation sludge supply line 11 Press-in type dehydrator 12 Pressurization tank 13 Partition 14 Entrance Side chamber 15 Air compressor 16 Siphon tank 17 Lower end 18 of separation liquid discharge pipe Valve 19 Propeller 20 Separation liquid discharge line

Claims (2)

凝集剤が添加された汚泥が加圧状態で供給される槽体の内部をろ過体により凝集混和槽と分離液槽とに区画し、凝集混和槽には加圧供給式脱水機への凝集汚泥供給ラインを接続するとともに、分離液槽側には分離液をろ過体を通じて凝集混和槽側に逆流させることができる加圧手段を設けた汚泥の前濃縮装置であって、この加圧手段が、槽体内部との差圧調節が可能な加圧タンクまたはプロペラであることを特徴とする汚泥の前濃縮装置。 The inside of the tank body to which the sludge to which the coagulant is added is supplied in a pressurized state is divided into a coagulation mixing tank and a separation liquid tank by a filter, and the coagulation sludge to the pressure supply type dehydrator is divided into the coagulation mixing tank. A pre-concentration apparatus for sludge provided with a pressurization means capable of connecting a supply line and allowing a separation liquid to flow backward to the coagulation mixing tank side through a filter medium on the separation liquid tank side . A pre-concentration apparatus for sludge, which is a pressurized tank or propeller capable of adjusting a differential pressure with the inside of a tank body . ろ過体がウエッジワイヤからなるスクリーンであることを特徴とする請求項1に記載の汚泥の前濃縮装置。
2. The sludge pre-concentration apparatus according to claim 1, wherein the filter body is a screen made of a wedge wire.
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KR101322161B1 (en) 2012-05-14 2013-10-28 주식회사 포스코 Treating apparatus for sludge

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JP5372717B2 (en) * 2009-11-26 2013-12-18 三機工業株式会社 Coagulation stirring tank, sludge treatment system, and method of operating sludge treatment system

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000005505A (en) * 1998-06-25 2000-01-11 Nagoya City Coagulation reactor
JP2000135406A (en) * 1998-11-02 2000-05-16 Ishigaki:Kk Flocculating and concentrating device
JP2002239600A (en) * 2001-02-21 2002-08-27 Kubota Corp Flocculation reaction vessel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000005505A (en) * 1998-06-25 2000-01-11 Nagoya City Coagulation reactor
JP2000135406A (en) * 1998-11-02 2000-05-16 Ishigaki:Kk Flocculating and concentrating device
JP2002239600A (en) * 2001-02-21 2002-08-27 Kubota Corp Flocculation reaction vessel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101322161B1 (en) 2012-05-14 2013-10-28 주식회사 포스코 Treating apparatus for sludge

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