JP3762771B2 - Defoaming device and defoaming method for aeration tank - Google Patents

Defoaming device and defoaming method for aeration tank Download PDF

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JP3762771B2
JP3762771B2 JP2003403127A JP2003403127A JP3762771B2 JP 3762771 B2 JP3762771 B2 JP 3762771B2 JP 2003403127 A JP2003403127 A JP 2003403127A JP 2003403127 A JP2003403127 A JP 2003403127A JP 3762771 B2 JP3762771 B2 JP 3762771B2
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water
defoaming
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aeration tank
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JP2005161193A (en
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貴規 佐尾
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西部技研工業株式会社
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Description

本発明は、曝気処理によって不可避的に発生する泡を効果的かつ安価に消すことのできる消泡装置及び消泡方法に関する。   The present invention relates to a defoaming apparatus and a defoaming method that can effectively and inexpensively eliminate bubbles inevitably generated by aeration treatment.

食品加工工場の廃液や家庭廃水などの下水処理では、活性汚泥を使用した曝気処理が好適に活用されている。図4は、下水処理の一部を図示したものであり、一次沈殿池20と、曝気槽21と、最終沈殿池22と、滅菌処理池23とが示されている。   In sewage treatment such as wastewater from food processing plants and household wastewater, aeration treatment using activated sludge is suitably used. FIG. 4 illustrates a part of the sewage treatment, and shows a primary sedimentation basin 20, an aeration tank 21, a final sedimentation basin 22, and a sterilization treatment basin 23.

食品加工工場などの廃液は、先ず、一次沈殿池20に集められ、固形分を沈殿によって除去する。次に、固形分の除去された廃液は、曝気槽21に供給される。曝気槽21では、有機物を分解する好気性微生物を多く含んだ汚泥(活性汚泥)を加えると共に、空気を連続的に供給して汚泥をかき混ぜることで、廃液中の有機物を分解させている。   Waste liquid from a food processing factory or the like is first collected in the primary sedimentation basin 20 and solids are removed by precipitation. Next, the waste liquid from which the solid content has been removed is supplied to the aeration tank 21. In the aeration tank 21, sludge containing aerobic microorganisms that decompose organic matter (activated sludge) is added, and air is continuously supplied to stir the sludge to decompose organic matter in the waste liquid.

曝気槽で汚れを吸収した微生物は、海綿状となって沈むので、曝気槽21の下流に位置する最終沈殿池22の上澄み液は、きれいな状態となる。そこで、その上澄む液を滅菌処理池23に供給し、次亜塩素酸ソーダなどによって滅菌処理した後に自然放流している。   Microorganisms that have absorbed dirt in the aeration tank sink and become spongy, so that the supernatant liquid of the final sedimentation basin 22 located downstream of the aeration tank 21 is clean. Therefore, the supernatant liquid is supplied to the sterilization pond 23 and sterilized with sodium hypochlorite or the like and then released naturally.

このように、下水処理では曝気処理が重要な役目を果たしているが、曝気槽では、好気性微生物を活性化させるために、常に、空気を供給して汚水を循環させる必要がある。そのため、曝気槽の水面には浮上した泡が漂っているが、これを放置すると、汚水の泡が曝気槽から溢れることになるので、この泡を消す必要がある。かかる消泡の必要のため、従来は、ノズルから水を噴出させて、泡の集まる箇所に水を吹きかけていた。   Thus, aeration treatment plays an important role in sewage treatment, but in an aeration tank, in order to activate aerobic microorganisms, it is always necessary to supply air and circulate wastewater. For this reason, bubbles that have floated float on the surface of the aeration tank, but if left untreated, sewage bubbles overflow from the aeration tank, and it is necessary to eliminate these bubbles. Because of the necessity of such defoaming, conventionally, water has been ejected from a nozzle, and water has been sprayed to the location where the bubbles gather.

しかしながら、ノズルを使用してビーム状に形成した水を泡に当てるので、ごく狭い範囲の泡しか消すことができないという問題がある。なお、ノズルから噴出させた水を遠くに飛ばせば、水の当たる泡の範囲を広げることはできるが、この場合には泡にぶつかる水滴は小さいものとならざるを得ず、消泡効果はそれほどではなかった。   However, since water formed in a beam shape using a nozzle is applied to the bubbles, there is a problem that only a very narrow range of bubbles can be erased. In addition, if the water ejected from the nozzle is blown away, the range of bubbles hit by water can be expanded, but in this case, the water droplets that hit the bubbles must be small and the defoaming effect is not so much It wasn't.

しかも、ノズルから水を噴出させる構成では、目詰まりを防止するため、異物の混入された水を使用することができず、水道水や工業用水を使用するしかなかった。そして、曝気処理は、通常、休みなく連続的に行われるので、放水処理も連続的に行うことになり、前記した消泡処理に要する水道代も相当な額になっていた。特に、広い範囲の泡に大きな水滴を当てようとすると、必要となる水量も膨大なものとなる。   Moreover, in the configuration in which water is ejected from the nozzles, water mixed with foreign matters cannot be used to prevent clogging, and tap water or industrial water must be used. And since the aeration process is normally performed continuously without a break, the water discharge process is also performed continuously, and the water bill required for the above-mentioned defoaming process is also a considerable amount. In particular, when a large water droplet is applied to a wide range of bubbles, the amount of water required becomes enormous.

本発明は、上記の課題に鑑みてなされたものであって、曝気槽において効果的な消泡処理を可能にする消泡方法及び消泡装置を提供することを目的とする。   This invention is made | formed in view of said subject, Comprising: It aims at providing the defoaming method and defoaming apparatus which enable the effective defoaming process in an aeration tank.

上記の目的を達成するため、本発明は、曝気槽の上部に環状に配置される環状配管と、前記曝気槽で処理された処理水を、前記曝気槽の下流側から受けて消泡水として前記環状配管に供給する供給配管と、前記環状配管の下部に配置される複数の散水部材とを備え、前記散水部材は、上下二枚の板材と、前記二枚の板材を上下に連結する連結棒とで構成され、前記連結棒の長さは、消泡水の飛散範囲と、前記下側の板材に向け放出される消泡水の水圧と、飛散される水滴の大きさとに基づいて20〜70cmの範囲に決定され、前記上側の板材を貫通して放出された消泡水は、前記下側の板材にぶつかって跳ね返り、その跳ね返って飛び散る消泡水の水滴が散水されて消泡するようになっている。
In order to achieve the above-mentioned object, the present invention receives an annular pipe arranged in an annular shape at the upper part of an aeration tank and treated water treated in the aeration tank from the downstream side of the aeration tank as defoaming water. A supply pipe that supplies the annular pipe, and a plurality of water spray members disposed at a lower portion of the annular pipe, the water sprinkling member is connected to the upper and lower plate members and the two plate members up and down. It is composed of a rod, the length of the connecting rod, on the basis of the scattering range of Shoawasui, hydraulically defoaming water emitted toward the plate of the lower, and the size of the water droplets are scattered 20 The defoamed water determined to be in a range of ˜70 cm and discharged through the upper plate material rebounds by colliding with the lower plate material, and water droplets of the defoamed water splashing and splashing are sprinkled and defoamed. It is like that.

また、本発明は、曝気槽の上部に環状に配置される環状配管と、前記曝気槽で処理された処理水を、前記曝気槽の下流側から受けて消泡水として前記環状配管に供給する供給配管と、前記環状配管の下部に配置される複数の散水部材とを備える消泡装置を用い、前記散水部材は、上下二枚の板材と、前記二枚の板材を上下に連結する連結棒とで構成され、前記連結棒の長さは、消泡水の飛散範囲と、前記下側の板材に向け放出される消泡水の水圧と、飛散される水滴の大きさとに基づいて20〜70cmの範囲に決定され、前記散水部材の上側の板材を貫通して放出した消泡水を、下側の板材にぶつけて跳ね返させ、その跳ね返って飛び散る消泡水の水滴を散水して消泡するようにしている。 The present invention also provides an annular pipe disposed in an upper part of the aeration tank and treated water treated in the aeration tank from the downstream side of the aeration tank, and supplies the defoamed water to the annular pipe. Using a defoaming device comprising a supply pipe and a plurality of water spray members arranged at the lower part of the annular pipe, the water spray members are two upper and lower plate members and a connecting rod for connecting the two plate members up and down. The length of the connecting rod is 20 to 20 based on the scattering range of the defoaming water, the water pressure of the defoaming water released toward the lower plate, and the size of the splashed water droplets. The defoamed water that has been determined to be in the range of 70 cm and pierced through the upper plate of the water sprinkling member hits the lower plate and bounces back, and the water droplets of the defoamed water that bounce off and sprinkle are sprinkled. Like to do.

本発明において、前記環状配管は、好ましくは、複数の配管をT字管(4)で連結して構成され、前記散水部材は、前記T字管に連結されている。また、前記T字管は、前記環状配管に直交して下方に延びる基端部分(4a)は、前記散水部材に連結される先端部分(4b)より、内径が太くなっているのが好ましい。   In the present invention, the annular pipe is preferably configured by connecting a plurality of pipes with a T-shaped pipe (4), and the water sprinkling member is connected to the T-shaped pipe. The T-shaped tube preferably has a base end portion (4a) extending downward perpendicular to the annular pipe and having a larger inner diameter than a tip end portion (4b) connected to the water sprinkling member.

また、前記供給配管(2)、前記環状配管(1)、及び前記T字管の先端部(4b)は、この順番に内径が段階的に細くなっているのが好ましい。更にまた、前記二枚の板材は、塩化ビニル製の平面板であり、この平面板のコーナ部に形成した貫通穴(12)に、前記連結棒の両端部(10b)が挿入されて固定されているのが好ましい。前記連結棒は、20〜70cmの長さに形成された丸棒であるのが好ましく、前記散水部材は、3cm以上の内径の放出口から消泡水を放出しているのが好ましい。   Moreover, it is preferable that the inner diameter of the supply pipe (2), the annular pipe (1), and the tip part (4b) of the T-shaped pipe is gradually reduced in this order. Further, the two plate members are plane plates made of vinyl chloride, and both end portions (10b) of the connecting rod are inserted and fixed in through holes (12) formed in the corner portion of the plane plate. It is preferable. The connecting rod is preferably a round bar formed to a length of 20 to 70 cm, and the watering member preferably discharges defoaming water from an outlet having an inner diameter of 3 cm or more.

本発明では、曝気槽の直ぐ上から下に向けて散水するので、ノズルから水を噴出させる必要がない。そのため、目詰まりを考慮して水道水などを使用する必要がなく、曝気槽で処理された処理水(典型的には、曝気処理後の上澄み液)を使用でき、ランニングコストは極めて安価となる。   In the present invention, since water is sprayed from directly above the aeration tank to the bottom, it is not necessary to eject water from the nozzle. Therefore, it is not necessary to use tap water or the like in consideration of clogging, and treated water treated in an aeration tank (typically, supernatant liquid after aeration treatment) can be used, and running costs are extremely low. .

以下、本発明の実施例に基づいて、本発明を更に詳細に説明する。図1は、曝気槽CHの上部に配置された消泡装置EQUを示す概略平面図、図2は、図1のA−A線から見た部分拡大図である。この装置EQUは、曲管と直管とT字管とを組合せて矩形環状に構成した環状配管1と、環状配管1の基端側から消泡水を供給する供給配管2と、環状配管1の下部に配置される複数の散水部材3とを中心に構成されている。そして、この装置EQUは、休みなく連続的に運転されている。   Hereinafter, based on the Example of this invention, this invention is demonstrated still in detail. FIG. 1 is a schematic plan view showing a defoaming device EQU arranged on the upper part of the aeration tank CH, and FIG. 2 is a partially enlarged view seen from the line AA in FIG. The apparatus EQU includes an annular pipe 1 configured by combining a curved pipe, a straight pipe, and a T-shaped pipe into a rectangular ring shape, a supply pipe 2 that supplies defoaming water from the base end side of the annular pipe 1, and an annular pipe 1 It is comprised centering on the some watering member 3 arrange | positioned at the lower part of this. And this apparatus EQU is continuously operated without a break.

消泡水は、曝気槽CHの下流側に位置する最終沈殿槽に配置された吸入ポンプから供給され、環状配管1の内部が消泡水で満たされる程度の水量が、常に吸入ポンプから供給されている。消泡水として、本実施例では、曝気処理後の上澄み液を使用するが、吸入ポンプから供給された消泡水は、供給配管2から環状配管1、及び、環状配管1から散水部材3に伝送される毎に、その流水路が段階的に狭くなっている。   The defoaming water is supplied from the suction pump arranged in the final sedimentation tank located downstream of the aeration tank CH, and the amount of water to the extent that the inside of the annular pipe 1 is filled with the defoaming water is always supplied from the suction pump. ing. In this embodiment, the supernatant liquid after the aeration treatment is used as the defoaming water. The defoaming water supplied from the suction pump is supplied from the supply pipe 2 to the annular pipe 1 and from the annular pipe 1 to the water sprinkling member 3. Each time it is transmitted, the flow channel becomes narrower in stages.

図2に示すように、T字管4は三方向に連通して構成されており、環状配管1を水平方向に連結すると共に、環状配管1と散水部材3を連結している。なお、T字管4の垂直部は、大径部4aと小径部4bとで構成されており、小径部4bは、散水部材3に溶着固定されている。   As shown in FIG. 2, the T-shaped tube 4 is configured to communicate in three directions, and connects the annular pipe 1 in the horizontal direction and connects the annular pipe 1 and the water spray member 3. The vertical portion of the T-shaped tube 4 is composed of a large diameter portion 4 a and a small diameter portion 4 b, and the small diameter portion 4 b is welded and fixed to the water spray member 3.

小径部4bの内径φは、環状配管1の内径の1/5〜1/2程度が適当であるが、離間した各散水部材3・・・3からほぼ同量の水が安定して放出されるよう、具体的な内径φは、散水部材3の個数に応じて決定される。但し、安定した消泡効果を実現するには、3cm以上の内径φが必要であり、5cm前後の内径φに設定するのが実用的である。いずれの内径φの場合にも、消泡水は、小径部4bから勢いよく放出されるよう、吸入ポンプによって加圧されている。   The inner diameter φ of the small-diameter portion 4b is suitably about 1/5 to 1/2 of the inner diameter of the annular pipe 1, but substantially the same amount of water is stably discharged from each of the watering members 3. Thus, the specific inner diameter φ is determined according to the number of watering members 3. However, in order to realize a stable defoaming effect, an inner diameter φ of 3 cm or more is necessary, and it is practical to set the inner diameter φ to around 5 cm. In any of the inner diameters φ, the defoaming water is pressurized by the suction pump so as to be discharged from the small diameter portion 4b.

図1及び図2に示すように、環状配管1の上部には支持ワイヤ5が張設されている。そして、環状配管1は、T字管4の両端を含んで、ほぼ一定間隔で保持腕6によって把持されており、保持腕6,6に把持された環状配管1が、支持ワイヤ5に吊り下げられている。また、環状配管1の終端側には、保持部材7が配置されて環状配管1を固定的に保持している。   As shown in FIGS. 1 and 2, a support wire 5 is stretched over the annular pipe 1. The annular pipe 1 includes both ends of the T-shaped tube 4 and is held by the holding arms 6 at substantially regular intervals. The annular pipe 1 held by the holding arms 6 and 6 is suspended from the support wire 5. It has been. Further, a holding member 7 is disposed on the end side of the annular pipe 1 to hold the annular pipe 1 in a fixed manner.

図3(a)に示すように、散水部材4は、塩化ビニル製の上下の水平板8,9と、上下の水平板8,9を連結するステンレス製の四本の連結棒10とを中心に構成されている。なお、図3(a)は、水平板8,9の中央(図3(b)のB−B線)で切断した中央断面図である。この実施例では、水平板は20cmm×20cmm程度の正方形であり、連結棒10は、本体部の長さが30〜35cm程度の丸棒である。   As shown in FIG. 3A, the water sprinkling member 4 is centered on upper and lower horizontal plates 8 and 9 made of vinyl chloride and four connecting rods 10 made of stainless steel that connect the upper and lower horizontal plates 8 and 9. It is configured. FIG. 3A is a central cross-sectional view taken along the center of the horizontal plates 8 and 9 (the BB line in FIG. 3B). In this embodiment, the horizontal plate is a square of about 20 cm × 20 cm, and the connecting rod 10 is a round bar having a main body length of about 30 to 35 cm.

連結棒10が長い程、下方の水平板9にぶつかる消泡水の勢いが増し、跳ね返って飛び散る水滴の飛散距離が長くなる。そこで、連結棒10の長さは、消泡水の飛散範囲と、小径部4bから放出される消泡水の水圧と、飛散される水滴の大きさとに基づいて、20〜70cmの範囲の適宜な長さに決定される。一般に、連結棒10の長さが70cmを超えると、飛散される水滴が小さくなり過ぎて消泡効果が劣化する。また、連結棒10が長いと、本装置の占有空間が広くなるデメリットと共に、設置工事の施工性やメンテナンス性が劣化する。   The longer the connecting rod 10, the greater the momentum of the defoamed water that hits the lower horizontal plate 9, and the longer the splashing distance of the splashed water droplets. Therefore, the length of the connecting rod 10 is appropriately in the range of 20 to 70 cm based on the scattering range of the defoaming water, the water pressure of the defoaming water discharged from the small diameter portion 4b, and the size of the water droplets to be scattered. The length is determined. In general, when the length of the connecting rod 10 exceeds 70 cm, the splashed water droplets become too small and the defoaming effect deteriorates. In addition, if the connecting rod 10 is long, the occupying space and the maintainability of the installation work are deteriorated as well as the disadvantage that the space occupied by the present apparatus is widened.

図3(b)に示すように、上方の水平板8には、その中央に開口穴11が形成されており、この開口穴11にT字管の小径部4bが挿入されて溶着されている。また、上下の水平板8,9のコーナ部には貫通穴12が形成されている。   As shown in FIG. 3B, the upper horizontal plate 8 has an opening hole 11 formed in the center thereof, and a small diameter portion 4b of a T-shaped tube is inserted into the opening hole 11 and welded thereto. . Further, through holes 12 are formed in the corner portions of the upper and lower horizontal plates 8 and 9.

図3(c)に示すように、この実施例では、連結棒10は、円柱状の本体部10aと、ネジ溝を備える細径の両端部10bとで構成されている。本体部10aの外径は、水平板8,9の貫通穴12より十分大きく形成されているが、両端部10aの外径は、貫通穴12によりやや小さく形成されている。   As shown in FIG.3 (c), in this Example, the connection rod 10 is comprised by the cylindrical main-body part 10a and the small diameter both ends 10b provided with a screw groove. The outer diameter of the main body 10 a is sufficiently larger than the through holes 12 of the horizontal plates 8 and 9, but the outer diameters of both end portions 10 a are slightly smaller than the through holes 12.

この散水部材3は、上記した単純な構成部材からなるので、組み立て時には、四本の連結棒10の両端部10bを上下の水平板8,9の貫通穴12に挿入し、水平板8,9から突出する終端部10bにナット12を締め付けるだけで良い。   Since the water sprinkling member 3 is composed of the above-described simple structural members, at the time of assembly, both end portions 10b of the four connecting rods 10 are inserted into the through holes 12 of the upper and lower horizontal plates 8 and 9, and the horizontal plates 8 and 9 are inserted. It is only necessary to tighten the nut 12 to the end portion 10b protruding from the end.

散水部材3は、このように構成されているので、環状配管から供給された消泡水は、T字管4の小径部4bから落下して、下部水平板9(反射板)に勢いよくぶつかり、散水部材3の回りに飛沫を散水することになる。この場合、散布される飛沫は、微細な噴射口から噴出される飛沫ではなく、自然落下に近い状態で水平板9にぶつかって形成されるので、水滴の粒が大きく、確実な消泡効果を発揮する。   Since the water sprinkling member 3 is configured in this way, the defoamed water supplied from the annular pipe falls from the small-diameter portion 4b of the T-shaped tube 4 and collides with the lower horizontal plate 9 (reflecting plate) vigorously. Then, the splashes are sprinkled around the water sprinkling member 3. In this case, the sprayed spray is not a spray sprayed from a fine nozzle, but is formed by hitting the horizontal plate 9 in a state close to a natural fall, so that the water droplets are large and a defoaming effect is ensured. Demonstrate.

また、本装置EQUでは、供給管4から環状配管1を経てT字管4に至った後、T字管4の小径部4bから放出されるまで、配管の内径が段階的に小さくなっているので円滑な水流が実現される。しかも、小径部4bの内径φは3cm以上あるので、異物を含んだ消泡水を使用しても目詰まりのおそれがない。   Further, in this apparatus EQU, the inner diameter of the pipe gradually decreases from the supply pipe 4 through the annular pipe 1 to the T-shaped pipe 4 until it is discharged from the small-diameter portion 4b of the T-shaped pipe 4. So smooth water flow is realized. In addition, since the inner diameter φ of the small diameter portion 4b is 3 cm or more, there is no possibility of clogging even if defoamed water containing foreign matter is used.

更にまた、水平板の素材に塩化ビニルを使用するので、汚水による劣化も問題にならない。なお、実施例では、ステンレス製の連結棒10やナット12を使用したが、塩化ビニルなどの合成樹脂を採用しても良い。また、実施例では、正方形の水平板を使用したが、正方形に代えて円形や楕円形を含む他の形状でも良く、また水平板に代えて湾曲板などを採用しても良い。   Furthermore, since vinyl chloride is used as the material for the horizontal plate, deterioration due to dirty water is not a problem. In the embodiment, the connecting rod 10 and the nut 12 made of stainless steel are used, but a synthetic resin such as vinyl chloride may be adopted. In the embodiment, a square horizontal plate is used, but other shapes including a circle and an ellipse may be used instead of the square, and a curved plate may be used instead of the horizontal plate.

実施例に係る消泡装置の構成を示す概略平面図である。It is a schematic plan view which shows the structure of the defoaming apparatus which concerns on an Example. 図1のA−A線で見た拡大図である。It is the enlarged view seen from the AA line of FIG. 散水部材を詳細に図示したものである。The watering member is illustrated in detail. 下水処理を説明する図面である。It is drawing explaining sewage treatment.

符号の説明Explanation of symbols

EQU 消泡装置
1 環状配管
2 供給配管
3 散水部材
8,9 板材
10 連結棒
EQ defoaming device 1 annular pipe 2 supply pipe 3 water sprinkling member 8, 9 plate material 10 connecting rod

Claims (7)

曝気槽の上部に環状に配置される環状配管と、前記曝気槽で処理された処理水を、前記曝気槽の下流側から受けて消泡水として前記環状配管に供給する供給配管と、前記環状配管の下部に配置される複数の散水部材とを備え、
前記散水部材は、上下二枚の板材と、前記二枚の板材を上下に連結する連結棒とで構成され、
前記連結棒の長さは、消泡水の飛散範囲と、前記下側の板材に向け放出される消泡水の水圧と、飛散される水滴の大きさとに基づいて20〜70cmの範囲に決定され、
前記上側の板材を貫通して放出された消泡水は、前記下側の板材にぶつかって跳ね返り、その跳ね返って飛び散る消泡水の水滴が散水されて消泡するようになっていることを特徴とする曝気槽の消泡装置。
An annular pipe arranged in an annular shape at the upper part of the aeration tank, a supply pipe that receives treated water treated in the aeration tank from the downstream side of the aeration tank and supplies it as defoaming water to the annular pipe, and the annular A plurality of watering members disposed at the bottom of the pipe,
The water sprinkling member is composed of two upper and lower plate members and a connecting rod that connects the two plate members up and down,
Determining the length of the connecting rod, a scattering range of Shoawasui, hydraulically defoaming water emitted toward the plate of the lower, in the range of 20~70cm based on the size of the water droplets are scattered And
The defoamed water discharged through the upper plate is bounced off by hitting the lower plate, and water droplets of the defoamed water splashing and splashing are sprinkled to defoam. A defoaming device for an aeration tank.
前記環状配管は、複数の配管をT字管で連結して構成され、前記散水部材は、前記T字管に連結されている請求項1に記載の消泡装置。 2. The defoaming device according to claim 1, wherein the annular pipe is configured by connecting a plurality of pipes with a T-shaped pipe, and the water sprinkling member is connected to the T-shaped pipe. 前記T字管は、前記環状配管に直交して下方に延びる基端部分は、前記散水部材に連結される先端部分より、内径が太くなっている請求項2に記載の消泡装置。 The defoaming device according to claim 2, wherein a base end portion of the T-shaped tube that extends downward perpendicular to the annular pipe has a larger inner diameter than a tip end portion connected to the water sprinkling member. 前記供給配管、前記環状配管、及び前記T字管の先端部は、この順番に内径が段階的に細くなっている請求項3に記載の消泡装置。 The defoaming device according to claim 3, wherein inner diameters of the supply pipe, the annular pipe, and the tip of the T-shaped pipe are gradually reduced in this order. 前記二枚の板材は、塩化ビニル製の平面板であり、この平面板のコーナ部に形成した貫通穴に、前記連結棒の両端部が挿入されて固定されている請求項1〜3のいずれかに記載の消泡装置。 The said two board | plate material is a plane board made from a vinyl chloride, The both ends of the said connection rod are inserted and fixed to the through-hole formed in the corner part of this plane board. The defoaming device according to crab. 前記散水部材は、3cm以上の内径の放出口から消泡水を放出している請求項1〜のいずれかに記載の消泡装置。 The defoaming device according to any one of claims 1 to 5 , wherein the water sprinkling member discharges defoaming water from an outlet having an inner diameter of 3 cm or more. 曝気槽の上部に環状に配置される環状配管と、前記曝気槽で処理された処理水を、前記曝気槽の下流側から受けて消泡水として前記環状配管に供給する供給配管と、前記環状配管の下部に配置される複数の散水部材とを備える消泡装置を用い、
前記散水部材は、上下二枚の板材と、前記二枚の板材を上下に連結する連結棒とで構成され、
前記連結棒の長さは、消泡水の飛散範囲と、前記下側の板材に向け放出される消泡水の水圧と、飛散される水滴の大きさとに基づいて20〜70cmの範囲に決定され、
前記散水部材の上側の板材を貫通して放出した消泡水を、下側の板材にぶつけて跳ね返させ、その跳ね返って飛び散る消泡水の水滴を散水して消泡するようにした曝気槽の消泡方法。
An annular pipe arranged in an annular shape at the upper part of the aeration tank, a supply pipe that receives treated water treated in the aeration tank from the downstream side of the aeration tank and supplies it as defoaming water to the annular pipe, and the annular Using a defoaming device comprising a plurality of watering members arranged at the bottom of the pipe,
The water sprinkling member is composed of two upper and lower plate members and a connecting rod that connects the two plate members up and down,
Determining the length of the connecting rod, a scattering range of Shoawasui, hydraulically defoaming water emitted toward the plate of the lower, in the range of 20~70cm based on the size of the water droplets are scattered And
The defoaming water discharged through the upper plate material of the watering member is bounced back against the lower plate material, and the aeration tank in which the defoamed water splashing and splashing is sprinkled to defoam the water Defoaming method.
JP2003403127A 2003-12-02 2003-12-02 Defoaming device and defoaming method for aeration tank Expired - Fee Related JP3762771B2 (en)

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JP4925255B2 (en) * 2005-12-16 2012-04-25 独立行政法人農業・食品産業技術総合研究機構 Movable lid type sewage water sprinkler with water flow disperser and automatic cleaning mechanism
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CN107253770A (en) * 2017-08-22 2017-10-17 彭从文 Self-defoaming type sewage aeration pond
CN113509752B (en) * 2020-04-09 2023-10-20 国家电投集团远达环保工程有限公司重庆科技分公司 Foam separation device of flue gas desulfurization absorption tower

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