JP2008200646A - Agitation mixer and flocculation reaction apparatus equipped with it - Google Patents

Agitation mixer and flocculation reaction apparatus equipped with it Download PDF

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JP2008200646A
JP2008200646A JP2007041982A JP2007041982A JP2008200646A JP 2008200646 A JP2008200646 A JP 2008200646A JP 2007041982 A JP2007041982 A JP 2007041982A JP 2007041982 A JP2007041982 A JP 2007041982A JP 2008200646 A JP2008200646 A JP 2008200646A
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mixer
transfer pipe
stirring
flocculant
agglomeration reaction
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JP5013070B2 (en
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Tadao Takeuchi
忠雄 竹内
Tamotsu Tanaka
有 田中
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Kurita Water Industries Ltd
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  • Treatment Of Sludge (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an agitation mixer which has a wide range of a treatment flow rate and to which a scale is hard to adhere, and to provide a flocculation reaction apparatus equipped with it. <P>SOLUTION: The agitation mixer 10 has an elastic packing 8, at the central part of which a hole 8a for passing water is formed on the way of a transportation piping 4 for pumping water with added chemicals. Also, the flocculation reaction apparatus has the agitation mixer arranged on the way of the transportation piping for pumping water to which an inorganic flocculation agent is added, and a flocculation reaction tank, arranged at the lower flow side of the agitation mixer and having an agitator inside, wherein the agitation mixer consists of the agitation mixer 10. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、無機凝集剤等の薬品と水とを撹拌混合するための撹拌混合器とこれを備えた凝集反応装置に関するものである。   The present invention relates to an agitation mixer for agitating and mixing a chemical such as an inorganic flocculant and water and an agglomeration reaction apparatus equipped with the agitation mixer.

例えば、下水等の有機排水の生物処理工程から排出される余剰汚泥を脱水処理する場合、一般的には汚泥に凝集剤を添加して凝集処理することによってフロックを形成した後に脱水処理が行われる。   For example, when dewatering surplus sludge discharged from a biological treatment process of organic wastewater such as sewage, dewatering is generally performed after flocs are formed by adding a flocculant to the sludge and coagulating. .

図9は汚泥(原泥)に無機凝集剤を添加して凝集処理する従来の凝集反応装置101を示す模式的な断面図であり、この凝集反応装置101においては、原泥は原泥ポンプ103によって凝集反応槽102に導入され、この凝集反応槽102で原泥に無機凝集剤が添加されて両者が撹拌機106により撹拌混合されることによって凝集汚泥が排出される。   FIG. 9 is a schematic cross-sectional view showing a conventional agglomeration reaction apparatus 101 for adding an inorganic flocculant to sludge (raw mud), and in this agglomeration reaction apparatus 101, the raw mud is a raw mud pump 103. Is introduced into the agglomeration reaction tank 102, the inorganic flocculant is added to the raw mud in the agglomeration reaction tank 102, and both are agitated and mixed by the agitator 106 to discharge the agglomerated sludge.

ところで、汚泥と無機凝集剤とを効率的に反応させるためには強い撹拌が必要であるが、強い撹拌には多くの動力を消費し、又、下水の混合生汚泥のように汚泥中に夾雑物が含まれる原泥の場合には、撹拌羽根に夾雑物が絡み付いて円滑な撹拌が阻害される場合もある。   By the way, strong agitation is necessary to react sludge and inorganic flocculant efficiently. However, strong agitation consumes a lot of power and is contaminated in sludge like mixed raw sludge of sewage. In the case of raw mud containing things, impurities may get entangled with the stirring blades and smooth stirring may be hindered.

そこで、図10及び図11に示すような凝集反応装置201が提案されている(特許文献1参照)。   Therefore, an agglomeration reaction apparatus 201 as shown in FIGS. 10 and 11 has been proposed (see Patent Document 1).

図10は凝集反応装置の正面図、図11は図7のC−C線断面図であり、図示の凝集反応装置201は、凝集反応槽202に汚泥(原泥)を移送する原泥ポンプ203を有する移送配管204の途中に、混合撹拌器としての円筒容器状の滞留槽210を設け、この貯留槽210に細径配管211を接線方向に接続するとともに、滞留槽210から延びる移送配管204に細径配管205を接続し、この細径配管205を凝集反応槽202の外周部に接線方向に接続して構成されている。ここで、凝集反応槽202は、円筒容器状に成形され、その内部には撹拌機206が備えられている。又、凝集反応槽202の上部には排出配管207が接続されている。   FIG. 10 is a front view of the agglomeration reaction apparatus, FIG. 11 is a cross-sectional view taken along the line CC of FIG. 7, and the illustrated agglomeration reaction apparatus 201 is a raw mud pump 203 that transfers sludge (raw mud) to the agglomeration reaction tank 202. In the middle of the transfer pipe 204 having a cylindrical stirrer 210 as a mixing stirrer, a small diameter pipe 211 is connected to the storage tank 210 in a tangential direction, and the transfer pipe 204 extending from the stay tank 210 is connected to the transfer pipe 204. A small-diameter pipe 205 is connected, and the small-diameter pipe 205 is connected to the outer peripheral portion of the aggregation reaction tank 202 in a tangential direction. Here, the agglomeration reaction tank 202 is formed in a cylindrical container shape, and a stirrer 206 is provided therein. A discharge pipe 207 is connected to the upper part of the agglomeration reaction tank 202.

而して、汚泥は、原泥ポンプ203によって移送配管204及び細径配管211を経て滞留槽210に導入される間に、移送配管204と細径配管211との連結部近傍で無機凝集剤が注入される。注入された無機凝集剤は、小径の細径配管211内における汚泥の乱流によって汚泥中に均一に分散混合され、この細径配管211を通過する高速の汚泥流が滞留槽210内に接線方向に流入するときの噴射流によって更に無機凝集剤の混合拡散が行われる。そして、細径配管211から滞留槽210への接線方向に流入した汚泥流は、滞留槽210内で旋回流となり、この滞留槽210内の汚泥と混合されることによって無機凝集剤はより一層均一に混合拡散される。   Thus, while the sludge is introduced into the retention tank 210 via the transfer pipe 204 and the small diameter pipe 211 by the raw mud pump 203, the inorganic flocculant is formed in the vicinity of the connecting portion between the transfer pipe 204 and the small diameter pipe 211. Injected. The injected inorganic flocculant is uniformly dispersed and mixed in the sludge by the turbulent flow of sludge in the small-diameter fine pipe 211, and the high-speed sludge flow passing through the fine-diameter pipe 211 is tangential to the residence tank 210. The inorganic flocculant is further mixed and diffused by the jet flow when it flows into the water. The sludge flow that flows in the tangential direction from the small-diameter pipe 211 to the staying tank 210 becomes a swirling flow in the staying tank 210, and the inorganic flocculant becomes even more uniform by being mixed with the sludge in the staying tank 210. To be mixed and diffused.

このように無機凝集剤が撹拌混合された汚泥は、移送配管204と細径配管205を経て凝集反応槽202に接線方向に流入することによって凝集反応槽202内で旋回流となり、この凝集反応槽202内の汚泥と混合されることによって無機凝集剤はより一層均一に混合拡散されるとともに、凝集反応槽202内での撹拌機206による撹拌によってフロックが成長し、良好な凝集処理が行われる。   The sludge in which the inorganic flocculant is stirred and mixed in this way flows into the agglomeration reaction tank 202 through the transfer pipe 204 and the small diameter pipe 205 in a tangential direction, thereby turning into the agglomeration reaction tank 202, and this agglomeration reaction tank. By mixing with the sludge in 202, the inorganic flocculant is mixed and diffused more uniformly, and flocs grow by stirring by the stirrer 206 in the agglomeration reaction tank 202, so that a good flocculation process is performed.

以上のようにして凝集反応槽202で得られた凝集汚泥は、排出配管207から凝集反応槽202外へと排出され、次の処理工程へと送給される。   The agglomerated sludge obtained in the agglomeration reaction tank 202 as described above is discharged out of the agglomeration reaction tank 202 from the discharge pipe 207 and is sent to the next processing step.

又、特許文献2には、撹拌混合器として図12に示すような前処理装置が提案されている。   Patent Document 2 proposes a pretreatment device as shown in FIG. 12 as a stirring mixer.

即ち、図12は前処理装置301の断面図であり、図示の前処理装置301は、廃水の流入口302、注入槽303、凝集剤注入口304、拡散羽根305、拡散槽306、凝圧筒307、凝圧膨張槽308、圧縮部309、圧縮口310、静圧槽311及び流出口312を備えており、流入口302から流入した廃水は、注入槽303で膨張して流れ、その過程で凝集剤注入口304から凝集剤が注入される。そして、凝集剤が注入された廃水は、拡散羽根305を通過することによって凝集剤と混合・撹拌され、渦流混合状態となって拡散槽306に流出される。   12 is a cross-sectional view of the pretreatment apparatus 301. The illustrated pretreatment apparatus 301 includes a wastewater inlet 302, an injection tank 303, a flocculant injection port 304, a diffusion blade 305, a diffusion tank 306, and a coagulation cylinder. 307, a coagulation expansion tank 308, a compression unit 309, a compression port 310, a static pressure tank 311 and an outlet 312. Waste water flowing from the inlet 302 expands and flows in the injection tank 303, and in the process The flocculant is injected from the flocculant injection port 304. Then, the waste water into which the flocculant is injected is mixed and stirred with the flocculant by passing through the diffusion blade 305, and is vortex mixed to flow out into the diffusion tank 306.

拡散槽306に流出した廃水は、渦流拡散状態が促進された後に凝圧筒307を流れ、その過程で徐々に圧縮され、これに含まれる懸濁不純物が分離・凝集して分離沈澱物が形成される。そして、凝圧筒307によって圧縮された廃水は、凝圧膨張槽308で膨張した流れとなり、次の圧縮部309にて再び圧縮されて分離沈澱物の圧密性が高められた後に圧縮口310から静圧槽311へ流入し、静圧槽311で静的に膨張した後、流出口312から装置外へと排出される。
特許第3539428号公報 特開2001−239103号公報
The wastewater flowing into the diffusion tank 306 flows through the coagulation cylinder 307 after the eddy current diffusion state is promoted, and is gradually compressed in the process, and the suspended impurities contained therein are separated and aggregated to form separated precipitates. Is done. Then, the waste water compressed by the coagulation cylinder 307 becomes a flow expanded in the coagulation expansion tank 308, and is compressed again in the next compression unit 309 to increase the compactness of the separated precipitate, and then from the compression port 310. After flowing into the static pressure tank 311 and statically expanding in the static pressure tank 311, it is discharged from the outlet 312 to the outside of the apparatus.
Japanese Patent No. 3539428 JP 2001-239103 A

しかしながら、図10及び図11に示した撹拌混合器としての滞留槽210を備えた従来の凝集反応装置201においては、滞留槽210に汚泥を接線方向に噴射する細径配管211の口径が一定であるために、汚泥の処理流量には制約がある他、運転を継続すると細径配管211の内面にスケールが付着し、この付着したスケールを容易に取り除くことができないという問題があった。尚、細径配管211の内面に付着するスケールは、汚泥中のリンと無機凝集剤中の金属の反応によって生成されるFePO4 等である。 However, in the conventional agglomeration reaction apparatus 201 provided with the residence tank 210 as the stirring mixer shown in FIGS. 10 and 11, the diameter of the small-diameter pipe 211 that injects sludge into the residence tank 210 in the tangential direction is constant. For this reason, there is a restriction on the treatment flow rate of sludge, and there is a problem that when the operation is continued, scale adheres to the inner surface of the small-diameter pipe 211, and this adhered scale cannot be easily removed. The scale adhering to the inner surface of the small-diameter pipe 211 is FePO 4 or the like produced by the reaction of phosphorus in the sludge and the metal in the inorganic flocculant.

又、図12に示した前処理装置301は、内部構造が複雑であるために繊維状の夾雑物が絡み付き易いという欠点を有している。   In addition, the pre-processing apparatus 301 shown in FIG. 12 has a drawback that fibrous impurities are easily entangled due to the complicated internal structure.

本発明は上記問題に鑑みてなされたもので、その目的とする処は、処理流量範囲が広くてスケールが付着しにくい撹拌混合器とこれを備えた凝集反応装置を提供することにある。   The present invention has been made in view of the above problems, and an object of the present invention is to provide an agitating mixer having a wide processing flow rate range and being difficult to adhere to a scale, and an agglomeration reaction apparatus including the stirring mixer.

上記目的を達成するため、請求項1記載の発明は、薬品が添加された水を圧送する移送配管の途中に、前記水が通過する孔が中心部に形成された弾性パッキンを設けて撹拌混合器を構成したことを特徴とする。   In order to achieve the above-mentioned object, the invention according to claim 1 is provided with an elastic packing having a hole through which the water passes formed in the middle of a transfer pipe for pumping water to which a chemical is added. It is characterized by comprising a vessel.

請求項2記載の発明は、請求項1記載の発明において、前記移送配管を、フランジで接合された複数の管で構成するとともに、隣接する2つの管同士を接合する2枚のフランジ間に前記弾性パッキンを挟み込んだことを特徴とする。   The invention according to claim 2 is the invention according to claim 1, wherein the transfer pipe is constituted by a plurality of pipes joined by flanges, and between the two flanges joining two adjacent pipes. It is characterized by sandwiching elastic packing.

請求項3記載の発明は、請求項1又は2記載の発明において、前記弾性パッキンを前記移送配管の長さ方向に複数設けたことを特徴とする。   According to a third aspect of the present invention, in the first or second aspect of the present invention, a plurality of the elastic packings are provided in the length direction of the transfer pipe.

請求項4記載の発明は、請求項1〜3の何れかに記載の発明において、前記薬品が無機凝集剤であることを特徴とする。   The invention according to claim 4 is the invention according to any one of claims 1 to 3, wherein the chemical is an inorganic flocculant.

請求項5記載の発明は、請求項1〜3の何れかに記載の発明において、前記薬品が有機凝集剤であることを特徴とする。   The invention according to claim 5 is the invention according to any one of claims 1 to 3, wherein the chemical is an organic flocculant.

請求項6記載の発明は、
無機凝集剤が添加された水を圧送する移送配管の途中に設けられた撹拌混合器と、
該撹拌混合器の下流側に設けられ、内部に撹拌機を備えた凝集反応槽と、
を有する凝集反応装置において、
前記撹拌混合器を請求項1又は2記載の撹拌混合器で構成したことを特徴とする凝集反応装置。
The invention described in claim 6
A stirring mixer provided in the middle of a transfer pipe for pumping water to which an inorganic flocculant has been added;
An agglomeration reaction tank provided on the downstream side of the stirring mixer and provided with a stirrer inside;
In an agglutination reactor having
An agglomeration reaction apparatus comprising the agitation mixer according to claim 1 or 2.

請求項7記載の発明は、
無機凝集剤が添加された水を圧送する移送配管の途中に設けられた第1の撹拌混合器と、
該第1の撹拌混合器の下流側に設けられ、有機凝集剤が添加された水を圧送する移送配管の途中に設けられた第2の撹拌混合器と、
該第2の撹拌混合器の下流側に設けられ、内部に撹拌機を備えた凝集反応槽と、
を有する凝集反応装置において、
前記第1及び第2の撹拌混合器を請求項1又は2記載の撹拌混合器で構成したことを特徴とする。
The invention described in claim 7
A first stirred mixer provided in the middle of a transfer pipe for pumping water to which an inorganic flocculant has been added;
A second agitation mixer provided downstream of the first agitation mixer and provided in the middle of a transfer pipe for pumping water to which an organic flocculant has been added;
An agglomeration reaction tank provided on the downstream side of the second stirring mixer, and equipped with a stirrer inside;
In an agglutination reactor having
The first and second stirring mixers are constituted by the stirring mixer according to claim 1 or 2.

請求項1、4及び5記載の本発明によれば、中心部に孔が形成されたオリフィス状の弾性パッキンを移送配管の途中に設けたため、無機凝集剤や有期凝集剤等の薬品が添加された水が弾性パッキンの孔を通過する際に絞られて流速を増して次の空間に勢い良く噴射される。このため、薬品と水の撹拌混合が促進される。   According to the first, fourth, and fifth aspects of the present invention, since an orifice-like elastic packing having a hole at the center is provided in the middle of the transfer pipe, chemicals such as an inorganic flocculant and a term flocculant are added. When the water passes through the hole of the elastic packing, it is squeezed to increase the flow velocity and is jetted vigorously into the next space. For this reason, stirring and mixing of chemicals and water are promoted.

又、薬品と水の混合物の流量が増えると、弾性パッキンの上流側の圧力が高くなり、この高い圧力によって弾性パッキンが膨らんでその孔の径が拡大するため、この孔を通過する薬品と水の混合物の流量が増え、この結果、処理流量範囲が拡大する。   In addition, when the flow rate of the mixture of chemical and water increases, the pressure upstream of the elastic packing increases, and this high pressure causes the elastic packing to swell and expand the diameter of the hole, so that the chemical and water passing through this hole are expanded. As a result, the processing flow range is expanded.

更に、薬品と水の混合物が通過する孔は薄い弾性パッキンに形成されており、薬品と水の混合物の流量変化によって弾性パッキンの孔の周辺が運転中及び運転の前後に変形するため、その部分にスケールが付着しにくく、付着したとしても剥れてしまう。   Furthermore, the hole through which the mixture of chemical and water passes is formed in a thin elastic packing, and the area around the hole of the elastic packing is deformed during and before and after operation due to the flow rate change of the mixture of chemical and water. The scale is difficult to adhere to, and even if it adheres, it will peel off.

請求項2載の発明によれば、移送配管をフランジで接合された複数の管で構成するとともに、隣接する2つの管同士を接合する2枚のフランジ間に弾性パッキンを挟み込んだため、弾性パッキンを容易に交換することができるとともに、弾性パッキンを容易に取り外して清掃することができる。   According to the second aspect of the invention, the transfer pipe is constituted by a plurality of pipes joined by flanges, and the elastic packing is sandwiched between two flanges joining two adjacent pipes. Can be easily replaced, and the elastic packing can be easily removed and cleaned.

請求項3記載の発明によれば、弾性パッキンを移送配管の長さ方向に複数設けたため、薬品と水の混合物が複数の弾性パッキンの孔を通過する毎に流速を増して次の空間に勢い良く噴射され、両者の撹拌混合が一層促進される。   According to the third aspect of the present invention, since a plurality of elastic packings are provided in the length direction of the transfer pipe, the flow rate is increased each time the mixture of the chemical and water passes through the holes of the plurality of elastic packings, and the next space is urged. It is well jetted and the stirring and mixing of both is further promoted.

請求項6記載の発明によれば、無機凝集剤が添加された水が凝集反応槽に導入される前に撹拌混合器によって無機凝集剤と水との撹拌混合が十分なされるため、両者の凝集反応槽での凝集反応が良好になされて高い凝集効率が得られる。   According to the invention described in claim 6, since the stirring and mixing of the inorganic flocculant and water is sufficiently performed by the stirring mixer before the water to which the inorganic flocculant has been added is introduced into the agglomeration reaction tank, The agglomeration reaction is satisfactorily performed in the reaction tank, and a high agglomeration efficiency is obtained.

請求項7記載の発明によれば、水が凝集反応槽に導入される前に第1の撹拌混合器によって無機凝集剤と水との撹拌混合が十分になされ、この撹拌混合された混合物に有機凝集剤が添加されると、この有機凝集剤は第2の撹拌混合器によって撹拌混合されるため、凝集反応槽での水と無機凝集剤及び有機凝集剤との凝集反応が良好ななされて高い凝集効率が得られる。   According to the seventh aspect of the present invention, before the water is introduced into the agglomeration reaction tank, the first agitation mixer sufficiently mixes the inorganic flocculant with water, and the stirred and mixed mixture is organically mixed. When the flocculant is added, the organic flocculant is stirred and mixed by the second stirrer / mixer, so that the water, the inorganic flocculant, and the organic flocculant in the flocculent reaction tank are well-aggregated and high. Aggregation efficiency is obtained.

[撹拌混合器]
以下に本発明に係る撹拌混合器の実施の形態を添付図面に基づいて説明する。
[Stirring mixer]
Embodiments of a stirring mixer according to the present invention will be described below with reference to the accompanying drawings.

<実施の形態1>
図1は本発明の実施の形態1に係る撹拌混合器の断面図、図2は弾性パッキンの正面図、図3(a),(b)は流量が小さいときと大きい場合の弾性パッキンの状態を示す説明図である。
<Embodiment 1>
1 is a cross-sectional view of a stirring mixer according to Embodiment 1 of the present invention, FIG. 2 is a front view of an elastic packing, and FIGS. 3A and 3B are states of the elastic packing when the flow rate is small and large. It is explanatory drawing which shows.

本実施の形態に係る撹拌混合器10は、無機凝集剤や有機凝集剤等の薬品が添加された水を圧送する移送配管4の途中に、前記水が通過する円孔8aが中心部に形成されたオリフィス状の弾性パッキン8を水の流れ方向に対して略直角に配置して構成されている。具体的には、移送管4を2つの管4a,4bに分割し、これらの管4a,管4b同士をフランジ9で接合し、両フランジ9の間に前記弾性パッキン8を挟み込んで撹拌混合器10を構成している。尚、弾性パッキン8は、ゴム等の弾性体によって構成され、水圧(差圧)によって弾性変形することができる。   In the stirring mixer 10 according to the present embodiment, a circular hole 8a through which the water passes is formed in the middle of a transfer pipe 4 for pumping water to which chemicals such as an inorganic flocculant and an organic flocculant are added. The orifice-shaped elastic packing 8 is arranged substantially at right angles to the water flow direction. Specifically, the transfer pipe 4 is divided into two pipes 4 a and 4 b, these pipes 4 a and 4 b are joined to each other by a flange 9, and the elastic packing 8 is sandwiched between both the flanges 9 to stir and mix 10 is constituted. The elastic packing 8 is made of an elastic body such as rubber and can be elastically deformed by water pressure (differential pressure).

而して、撹拌混合器10において弾性パッキン8の上流で薬品が添加された水は、移送配管4を流れる過程で弾性パッキン8の円孔8aを通過する。このとき、薬品と水の混合物は、弾性パッキン8の円孔8aを通過する際に絞られて流速を増して次の空間に勢い良く噴射されるため、薬品と水の撹拌混合が促進されて両者が効率良く反応する。   Thus, the water to which the chemical is added upstream of the elastic packing 8 in the stirring mixer 10 passes through the circular hole 8 a of the elastic packing 8 in the process of flowing through the transfer pipe 4. At this time, since the mixture of the medicine and water is squeezed when passing through the circular hole 8a of the elastic packing 8 to increase the flow velocity and is vigorously injected into the next space, the stirring and mixing of the medicine and water is promoted. Both react efficiently.

ところで、薬品と水の混合物の流量が比較的小さい場合には、弾性パッキン8の上流側の圧力が小さいために該弾性パッキン8は図3(a)に示すように殆ど変形せず、その円孔8aの内径も殆ど変化しない。   By the way, when the flow rate of the mixture of the chemical and water is relatively small, the pressure on the upstream side of the elastic packing 8 is small, so that the elastic packing 8 hardly deforms as shown in FIG. The inner diameter of the hole 8a hardly changes.

他方、薬品と水の混合物の流量が増えて大きくなると弾性パッキン8の上流側の圧力が高くなり、この高い圧力によって弾性パッキン8が図3(b)に示すように膨らんでその円孔8aの内径が拡大するため、この円孔8aを通過する薬品と水の混合物の流量が増え、この結果、処理流量範囲が拡大する。   On the other hand, when the flow rate of the mixture of the chemical and water increases and the pressure increases, the pressure on the upstream side of the elastic packing 8 increases, and this high pressure causes the elastic packing 8 to expand as shown in FIG. Since the inner diameter is increased, the flow rate of the mixture of the chemical and water passing through the circular hole 8a is increased, and as a result, the processing flow rate range is expanded.

そして、本実施の形態では、薬品と水の混合物が通過する円孔8aは薄い弾性パッキン8に形成されており、薬品と水の混合物の流量変化によって弾性パッキン8の円孔8aの周辺が運転中及び運転の前後に変形するため、その部分にスケールが付着しにくく、付着したとしても剥れてしまう。   In this embodiment, the circular hole 8a through which the mixture of medicine and water passes is formed in the thin elastic packing 8, and the periphery of the circular hole 8a of the elastic packing 8 is operated by the flow rate change of the mixture of medicine and water. Since it is deformed in the middle and before and after the operation, the scale is difficult to adhere to the portion, and even if it adheres, it will peel off.

又、本実施の形態では、移送配管4をフランジ9で接合された2つの管4a,4bで構成するとともに、これらの管4a,管4b同士を接合する2枚のフランジ9の間に弾性パッキン8を挟み込んだため、フランジ9を取り外すことによって弾性パッキン8を容易に交換することができるとともに、弾性パッキン8を容易に取り外して清掃することができる。   In the present embodiment, the transfer pipe 4 is composed of two pipes 4a and 4b joined by a flange 9, and an elastic packing is provided between the two flanges 9 joining the pipes 4a and 4b. 8 is sandwiched, the elastic packing 8 can be easily replaced by removing the flange 9, and the elastic packing 8 can be easily removed and cleaned.

<実施の形態2>
次に、本発明の実施の形態2に係る撹拌混合器を図4に基づいて説明する。
<Embodiment 2>
Next, an agitation mixer according to Embodiment 2 of the present invention will be described with reference to FIG.

図4は本発明の実施の形態2に係る撹拌混合器の断面図であり、本図においては図1〜図3に示したものと同一要素には同一符号を付しており、以下、それらについての再度の説明は省略する。   FIG. 4 is a cross-sectional view of the stirring mixer according to Embodiment 2 of the present invention. In this figure, the same elements as those shown in FIGS. The re-explanation about is omitted.

本実施の形態に係る撹拌混合器11は、2枚の弾性パッキン8を移送配管4の長さ方向に適当な間隔で設けたことを特徴としている。具体的には、移送配管4は、フランジ9で接合された3つの管4a,4b,4cで構成されており、隣接する2つの管4a,4b及び管4b,4c同士をそれぞれ接合する2枚のフランジ9の間に前記弾性パッキン8が挟み込まれている。   The stirring mixer 11 according to the present embodiment is characterized in that two elastic packings 8 are provided at an appropriate interval in the length direction of the transfer pipe 4. Specifically, the transfer pipe 4 is composed of three pipes 4a, 4b, 4c joined by a flange 9, and two sheets that join two adjacent pipes 4a, 4b and 4b, 4c, respectively. The elastic packing 8 is sandwiched between the flanges 9.

而して、本実施の形態においても前記実施の形態と同様の効果が得られるが、本実施の形態では、2枚の弾性パッキン8を移送配管4の長さ方向に適当な間隔で設けたため、薬品と水の混合物が2枚の弾性パッキン8の円孔8aを通過する毎に流速を増して次の空間に勢い良く噴射され、両者の攪拌混合が一層促進されるという効果が得られる。   Thus, in this embodiment, the same effect as in the above embodiment can be obtained. However, in this embodiment, the two elastic packings 8 are provided at an appropriate interval in the length direction of the transfer pipe 4. Each time the mixture of the chemical and water passes through the circular holes 8a of the two elastic packings 8, the flow velocity is increased and the mixture is injected vigorously into the next space, and the effect of further promoting the stirring and mixing of the two is obtained.

[凝集反応装置]
以下に本発明に係る凝集反応装置の実施の形態を図5及び図6に基づいて説明する。
[Aggregation reactor]
Hereinafter, an embodiment of an agglutination reaction apparatus according to the present invention will be described with reference to FIGS.

<実施の形態1>
図5は本発明の実施の形態1に係る凝集反応装置の正面図、図6は図5のA−A線断面図である。
<Embodiment 1>
5 is a front view of the agglomeration reaction apparatus according to Embodiment 1 of the present invention, and FIG. 6 is a cross-sectional view taken along the line AA of FIG.

本実施の形態に係る凝集反応装置1は、凝集反応槽2と、該凝集反応槽2に汚泥(原泥)を圧送する移送配管4を備えており、該移送配管4の途中には原泥ポンプ3が設けられている。そして、移送配管4は、図6に示すように、前記凝集反応槽2の下部外周に略接線方向に接続されている。ここで、凝集反応槽2は、円筒容器状に成形され、その内部には撹拌機6が備えられており、上部には排出配管7が接続されている。   The agglomeration reaction apparatus 1 according to the present embodiment includes an agglomeration reaction tank 2 and a transfer pipe 4 that pumps sludge (raw mud) into the agglomeration reaction tank 2. A pump 3 is provided. And the transfer piping 4 is connected to the lower outer periphery of the said aggregation reaction tank 2 in the substantially tangential direction, as shown in FIG. Here, the agglomeration reaction tank 2 is formed in a cylindrical container shape, and a stirrer 6 is provided in the inside thereof, and a discharge pipe 7 is connected to the upper part.

而して、本実施の形態に係る凝集反応装置1においては、移送配管4の前記原泥ポンプ3の下流には、図4に示すものと同様の攪拌混合器11が設けられている。即ち、この攪拌混合器11は、2枚の弾性パッキン8を移送配管4の長さ方向に適当な間隔で設けて構成されている。   Thus, in the agglomeration reaction apparatus 1 according to the present embodiment, a stirring mixer 11 similar to that shown in FIG. 4 is provided downstream of the raw mud pump 3 in the transfer pipe 4. That is, the stirring mixer 11 is configured by providing two elastic packings 8 at appropriate intervals in the length direction of the transfer pipe 4.

而して、汚泥は、原泥ポンプ3によって移送配管4を移送される間に攪拌混合器11の上流において無機凝集剤が添加されるが、この無機凝集剤が添加された汚泥は、移送配管4を流れる過程で攪拌混合器11を通過する。攪拌混合器11においては、汚泥と凝集剤の混合物は、各弾性パッキン8の円孔8aを通過する際に絞られて流速を増して次の空間に勢い良く噴射されるため、汚泥と凝集剤の攪拌混合が促進されて両者が効率的に反応し、高い凝集効率が得られる。   Thus, while the sludge is transferred through the transfer pipe 4 by the raw mud pump 3, the inorganic flocculant is added upstream of the stirring mixer 11, and the sludge to which the inorganic flocculant is added is transferred to the transfer pipe. 4 passes through the stirring mixer 11 in the process of flowing. In the agitation mixer 11, the sludge and flocculant mixture is squeezed when passing through the circular holes 8 a of each elastic packing 8 to increase the flow velocity and be vigorously injected into the next space. The agitation and mixing are promoted, the two react efficiently, and a high coagulation efficiency is obtained.

ところで、汚泥と凝集剤の混合物の流量が比較的小さい場合には、弾性パッキン8の上流側の圧力が小さいために該弾性パッキン8は図3(a)に示すように殆ど変形せず、その円孔8aの内径も殆ど変化しない。   By the way, when the flow rate of the mixture of the sludge and the flocculant is relatively small, since the pressure on the upstream side of the elastic packing 8 is small, the elastic packing 8 hardly deforms as shown in FIG. The inner diameter of the circular hole 8a hardly changes.

他方、汚泥と凝集剤の混合物の流量が増えて大きくなると弾性パッキン8の上流側の圧力が高くなり、この高い圧力によって弾性パッキン8が図3(b)に示すように膨らんでその円孔8aの内径が拡大するため、この円孔8aを通過する汚泥と凝集剤の混合物の流量が増え、この結果、処理流量範囲が拡大する。   On the other hand, when the flow rate of the mixture of the sludge and the flocculant increases and the pressure increases, the pressure on the upstream side of the elastic packing 8 increases, and this high pressure causes the elastic packing 8 to expand as shown in FIG. Therefore, the flow rate of the mixture of the sludge and the flocculant passing through the circular hole 8a is increased, and as a result, the treatment flow rate range is expanded.

そして、本実施の形態では、2枚の弾性パッキン8を移送配管4の長さ方向に適当な間隔で設けて成る攪拌混合器11を用いたため、汚泥と凝集剤の混合物が2枚の弾性パッキン8の円孔8aを通過する毎に流速を増して次の空間に勢い良く噴射され、両者の混合・拡散が一層促進されて高い凝集効率が得られる。尚、本実施の形態では、攪拌混合器11に設けられる弾性パッキン8の枚数を2としたが、弾性パッキン8の枚数に制限はなく、1枚或は3枚以上としても良い。   In the present embodiment, since the stirring mixer 11 in which the two elastic packings 8 are provided in the length direction of the transfer pipe 4 at an appropriate interval is used, the mixture of sludge and the flocculant is two elastic packings. Each time it passes through the eight circular holes 8a, the flow velocity is increased and the gas is injected vigorously into the next space, and the mixing and diffusion of both are further promoted to obtain a high coagulation efficiency. In the present embodiment, the number of the elastic packings 8 provided in the stirring mixer 11 is 2. However, the number of the elastic packings 8 is not limited, and may be 1 or 3 or more.

又、汚泥と凝集剤の混合物が通過する円孔8aは薄い弾性パッキン8に形成されており、汚泥と凝集剤の混合物の流量変化によって弾性パッキン8の円孔8aの周辺が運転中及び運転の前後に変形するため、その部分にスケールが付着しにくく、付着したとしても剥れてしまう。   The circular hole 8a through which the mixture of sludge and the flocculant passes is formed in the thin elastic packing 8, and the periphery of the circular hole 8a of the elastic packing 8 is in operation and during operation due to the change in the flow rate of the mixture of sludge and flocculant. Since it deforms back and forth, the scale is difficult to adhere to the part, and even if it adheres, it will peel off.

而して、攪拌混合器11を流れる過程で弾性パッキン8の円孔8aを通過することによって流速を増して次の空間に勢い良く噴射されるため、十分に攪拌混合された汚泥と凝集剤の混合物は、移送配管4から凝集反応槽2内に略接線方向に流入し、そのときの噴射流によって無機凝集剤の攪拌混合が更に効果的に行われる。   Thus, since the flow rate is increased by passing through the circular hole 8a of the elastic packing 8 in the process of flowing through the agitating mixer 11, it is injected vigorously into the next space. The mixture flows into the agglomeration reaction tank 2 from the transfer pipe 4 in a substantially tangential direction, and the stirring and mixing of the inorganic flocculant is more effectively performed by the jet flow at that time.

そして、移送配管4から凝集反応槽2内に接線方向に流入した汚泥流は、凝集反応槽2内で旋回流となり、この凝集反応槽2内の汚泥と混合されることによって無機凝集剤はより一層均一に攪拌混合されるとともに、凝集反応槽2内での撹拌機6による撹拌によって汚泥フロックが成長し、良好な凝集処理が行われる。   And the sludge flow which flowed into the agglomeration reaction tank 2 from the transfer pipe 4 in the tangential direction becomes a swirl flow in the agglomeration reaction tank 2 and is mixed with the sludge in the agglomeration reaction tank 2 so that the inorganic flocculant is more While being stirred and mixed more uniformly, the sludge floc grows by stirring with the stirrer 6 in the agglomeration reaction tank 2 and a good agglomeration treatment is performed.

以上のようにして凝集反応槽2で得られた凝集汚泥は、排出配管7から凝集反応槽2外へと排出され、次の処理工程(有機凝集剤による凝集処理工程又は脱水工程)へと送給される。   The coagulated sludge obtained in the coagulation reaction tank 2 as described above is discharged out of the coagulation reaction tank 2 from the discharge pipe 7 and sent to the next treatment process (coagulation treatment process or dehydration process using an organic coagulant). Be paid.

<実施の形態2>
次に、本発明の実施の形態2に係る凝集反応装置を図7及び図8に基づいて説明する。
<Embodiment 2>
Next, an agglomeration reaction apparatus according to Embodiment 2 of the present invention will be described with reference to FIGS.

図7は本発明の実施の形態2に係る凝集反応装置の正面図、図8は図7のB−B線断面図であり、これらの図においては図5及び図6に示したものと同一要素には同一符合を付しており、以下、それらについての再度の説明は省略する。   7 is a front view of the coagulation reaction apparatus according to Embodiment 2 of the present invention, and FIG. 8 is a cross-sectional view taken along the line BB of FIG. 7. In these figures, the same as those shown in FIGS. Elements are denoted by the same reference numerals, and description thereof will be omitted below.

本実施の形態に係る凝集反応装置1’は、無機凝集剤が添加された水を圧送する移送配管4の途中に設けられた第1の撹拌混合器11(図4に示すものと同一)の下流に、図1に示したものと同じ第2の攪拌混合器10を設けたことを特徴としており、本実施の形態では、第1の攪拌混合器11と第2の攪拌混合器10との間に有機凝集剤が添加される。   The agglomeration reaction apparatus 1 ′ according to the present embodiment includes a first agitation mixer 11 (same as that shown in FIG. 4) provided in the middle of a transfer pipe 4 that pumps water to which an inorganic flocculant is added. The second stirring mixer 10 that is the same as that shown in FIG. 1 is provided downstream, and in this embodiment, the first stirring mixer 11 and the second stirring mixer 10 In between, an organic flocculant is added.

而して、本実施の形態に係る凝集反応装置1’においては、汚泥が凝集反応槽2に導入される前に第1の撹拌混合器11によって無機凝集剤と水との撹拌混合が十分なされ、この撹拌混合された混合物に有機凝集剤が添加されると、この有機凝集剤は第2の撹拌混合器10によって撹拌混合されるため、凝集反応槽2での汚泥と無機凝集剤及び有機凝集剤との凝集反応が良好になされて高い凝集効率が得られる。   Thus, in the agglomeration reaction apparatus 1 ′ according to the present embodiment, the first agitation mixer 11 sufficiently mixes and stirs the inorganic flocculant and water before the sludge is introduced into the agglomeration reaction tank 2. When the organic flocculant is added to the stirred and mixed mixture, the organic flocculant is stirred and mixed by the second stirrer / mixer 10, so that the sludge, the inorganic flocculant and the organic flocculant in the flocculation reaction tank 2 are mixed. Aggregation reaction with the agent is satisfactorily performed, and high aggregation efficiency is obtained.

尚、本実施の形態では、第1の攪拌混合器11の弾性パッキン8の枚数を2とし、第2の攪拌混合器10の弾性パッキン8の枚数を1としたが、第1及び第2の攪拌混合器11,10に設けられる弾性パッキン8の枚数には制限はなく任意である。   In the present embodiment, the number of elastic packings 8 of the first stirring mixer 11 is set to 2, and the number of elastic packings 8 of the second stirring mixer 10 is set to 1, but the first and second The number of elastic packings 8 provided in the stirring mixers 11 and 10 is not limited and is arbitrary.

本発明の実施の形態1に係る撹拌混合器の断面図である。It is sectional drawing of the stirring mixer which concerns on Embodiment 1 of this invention. 弾性パッキンの正面図である。It is a front view of an elastic packing. (a),(b)は流量が小さいときと大きい場合の弾性パッキンの状態を示す説明図である。(A), (b) is explanatory drawing which shows the state of the elastic packing when a flow volume is small and when it is large. 本発明の実施の形態1に係る撹拌混合器の断面図である。It is sectional drawing of the stirring mixer which concerns on Embodiment 1 of this invention. 本発明の実施の形態1に係る凝集反応装置の正面図である。It is a front view of the aggregation reaction apparatus which concerns on Embodiment 1 of this invention. 図5のA−A線断面図である。It is the sectional view on the AA line of FIG. 本発明の実施の形態2に係る凝集反応装置の正面図である。It is a front view of the aggregation reaction apparatus which concerns on Embodiment 2 of this invention. 図7のC−C線断面図である。It is CC sectional view taken on the line of FIG. 従来の凝集反応装置の断面図である。It is sectional drawing of the conventional agglutination reaction apparatus. 従来の凝集反応装置の正面図である。It is a front view of the conventional aggregation reaction apparatus. 図7のC−C線断面図である。It is CC sectional view taken on the line of FIG. 従来の前処理装置の断面図である。It is sectional drawing of the conventional pre-processing apparatus.

符号の説明Explanation of symbols

1,1’ 凝集反応装置
2 凝集反応槽
3 原泥ポンプ
4 移送配管
4a〜4c 管
6 攪拌機
7 排出配管
8 弾性パッキン
8a 弾性パッキンの円孔
9 フランジ
10 攪拌混合器(第2の攪拌混合器)
11 攪拌混合器(第1の攪拌混合器)
DESCRIPTION OF SYMBOLS 1,1 'Agglomeration reaction apparatus 2 Agglomeration reaction tank 3 Raw mud pump 4 Transfer piping 4a-4c pipe 6 Stirrer 7 Discharge piping 8 Elastic packing 8a Circular hole of elastic packing 9 Flange 10 Stirring mixer (2nd stirring mixer)
11 Stirring mixer (first stirring mixer)

Claims (7)

薬品が添加された水を圧送する移送配管の途中に、前記水が通過する孔が中心部に形成された弾性パッキンを設けて構成されることを特徴とする撹拌混合器。   An agitating and mixing apparatus comprising an elastic packing having a hole through which the water passes formed in a central portion in a transfer pipe for pressure-feeding water to which a chemical is added. 前記移送配管を、フランジで接合された複数の管で構成するとともに、隣接する2つの管同士を接合する2枚のフランジ間に前記弾性パッキンを挟み込んだことを特徴とする請求項1記載の撹拌混合器。   The agitation according to claim 1, wherein the transfer pipe is composed of a plurality of pipes joined by flanges, and the elastic packing is sandwiched between two flanges joining two adjacent pipes. Mixer. 前記弾性パッキンを前記移送配管の長さ方向に複数設けたことを特徴とする請求項1又は2記載の撹拌混合器。   The stirring mixer according to claim 1 or 2, wherein a plurality of the elastic packings are provided in a length direction of the transfer pipe. 前記薬品が無機凝集剤であることを特徴とする請求項1〜3の何れかに記載の撹拌混合器。   The stirred mixer according to any one of claims 1 to 3, wherein the chemical is an inorganic flocculant. 前記薬品が有機凝集剤であることを特徴とする請求項1〜3の何れかに記載の撹拌混合器。   4. The stirring mixer according to claim 1, wherein the chemical is an organic flocculant. 無機凝集剤が添加された水を圧送する移送配管の途中に設けられた撹拌混合器と、
該撹拌混合器の下流側に設けられ、内部に撹拌機を備えた凝集反応槽と、
を有する凝集反応装置において、
前記撹拌混合器を請求項1又は2記載の撹拌混合器で構成したことを特徴とする凝集反応装置。
A stirring mixer provided in the middle of a transfer pipe for pumping water to which an inorganic flocculant has been added;
An agglomeration reaction tank provided on the downstream side of the stirring mixer and provided with a stirrer inside;
In an agglutination reactor having
An agglomeration reaction apparatus comprising the agitation mixer according to claim 1 or 2.
無機凝集剤が添加された水を圧送する移送配管の途中に設けられた第1の撹拌混合器と、
該第1の撹拌混合器の下流側に設けられ、有機凝集剤が添加された水を圧送する移送配管の途中に設けられた第2の撹拌混合器と、
該第2の撹拌混合器の下流側に設けられ、内部に撹拌機を備えた凝集反応槽と、
を有する凝集反応装置において、
前記第1及び第2の撹拌混合器を請求項1又は2記載の撹拌混合器で構成したことを特徴とする凝集反応装置。
A first stirred mixer provided in the middle of a transfer pipe for pumping water to which an inorganic flocculant has been added;
A second agitation mixer provided downstream of the first agitation mixer and provided in the middle of a transfer pipe for pumping water to which an organic flocculant has been added;
An agglomeration reaction tank provided on the downstream side of the second stirring mixer, and equipped with a stirrer inside;
In an agglutination reactor having
An agglomeration reaction apparatus characterized in that the first and second stirring mixers are constituted by the stirring mixers according to claim 1 or 2.
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