JP2002186965A - Industrial waste water treatment installation - Google Patents

Industrial waste water treatment installation

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Publication number
JP2002186965A
JP2002186965A JP2000404399A JP2000404399A JP2002186965A JP 2002186965 A JP2002186965 A JP 2002186965A JP 2000404399 A JP2000404399 A JP 2000404399A JP 2000404399 A JP2000404399 A JP 2000404399A JP 2002186965 A JP2002186965 A JP 2002186965A
Authority
JP
Japan
Prior art keywords
oil
tank
filter medium
filter
wastewater
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.)
Granted
Application number
JP2000404399A
Other languages
Japanese (ja)
Other versions
JP4122492B2 (en
Inventor
Masataka Mino
政孝 美濃
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Individual
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Individual
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Priority to JP2000404399A priority Critical patent/JP4122492B2/en
Publication of JP2002186965A publication Critical patent/JP2002186965A/en
Application granted granted Critical
Publication of JP4122492B2 publication Critical patent/JP4122492B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To control oil contamination of a filtering tank to maintain a purifying function for a long time. SOLUTION: Floating oil clots and solid particles, or the like, and oil, or the like, mixed in waste water in a first sedimentation tank 3 are mostly absorbed and removed by passing through a first 10 and a second 14 filter media made of sawdust. The flow into a second sedimentation tank 4 is scattered by passing through the second filter medium 14. The flow into a third 5 and a fourth 6 sedimentation tanks slowly wells up from each of outlets 18, 21 of a first 16 and a second 19 conduit tubes. As a result, separated oil floating on the waste water surface in the second 4, the third 5, and the fourth 6 sedimentation tank is not drawn into the bottom and thus the waste water flows into a fourth sedimentation tank 6 after removal of the oil in the second 4 and the third 5 sedimentation tanks. The waste water flows into a filter tank 7 after the oil is further removed in the fourth sedimentation tank 6. The waste water containing very little oil flows through a third filtering medium 29 made of sawdust and thereafter through a filter layer 26 and is thus purified and discharged through an outlet 8.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、工場廃水処理装置
に関し、詳細には、油を含む工場廃水を複数の沈澱槽及
び濾過槽に順次導入して通過させ、油を除去して清浄化
する工場廃水処理装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plant wastewater treatment apparatus, and more particularly, to a plant wastewater containing oil, which is sequentially introduced into a plurality of sedimentation tanks and filtration tanks and passed therethrough to remove oil and purify the same. The present invention relates to a factory wastewater treatment device.

【0002】[0002]

【従来の技術】車解体工場、スクラツプ工場、ガソリン
スタンド等においては、エンジンオイル、ブレーキオイ
ル、ガソリン等の油が床、敷地内等に漏れることがしば
しばであり、その都度又は定期的に水で洗浄して洗い流
し、又は降雨により洗い流される。これらの洗浄水、雨
水等は、敷地内、敷地周囲等の排水溝から河川や海に排
出されるが、多量の油が含まれた汚水すなわち工場廃水
であるため、直接河川や海に排出することは環境を破壊
することになり、油を除去して清浄化した後に排出する
ことが要求されている。
2. Description of the Related Art In a car dismantling factory, a scrap factory, a gas station, etc., oil such as engine oil, brake oil, gasoline, etc. often leaks to floors, premises, etc. Washed and washed off, or washed off by rain. These washing water, rainwater, etc. are discharged into rivers and the sea from drains in and around the premises, but are discharged directly to rivers and the sea because they are wastewater containing a large amount of oil, that is, factory wastewater. This destructs the environment and requires that oil be removed and cleaned before being discharged.

【0003】そこで、工場廃水を複数の沈澱槽及び濾過
槽に順次導入して通過させ、油を除去して清浄化する工
場廃水処理装置が各種採用されている。例えば、車解体
工場においては、3つの沈澱槽と1つの濾過槽とが直列
配置され、上流側の沈澱槽の中間部と下流側の沈澱槽の
上部とが逆L字管からなる導水管路で連通され、最終の
沈澱槽の中間部と濾過槽の上部とが逆L字管からなる噴
水管路で連通された工場廃水処理装置が採用されてい
る。この工場廃水処理装置によれば、排水溝から流入し
た廃水は、各沈澱槽で一時滞留し、その間に分離した油
が水面に浮き、砂、石、ごみ等の固体粒子に付着した
油、油塊等が沈澱し、大部分の油が除去される。そし
て、最終の沈澱槽から濾過槽に導入された廃水は、砂
層、石層等からなる濾材層を流下して通過する間に油が
除去され、清浄化されて排水される。
[0003] Therefore, various types of factory wastewater treatment apparatuses have been employed in which factory wastewater is sequentially introduced into and passed through a plurality of sedimentation tanks and filtration tanks to remove and clean oil. For example, in a car dismantling plant, three sedimentation tanks and one filtration tank are arranged in series, and an intermediate part of the settling tank on the upstream side and an upper part of the settling tank on the downstream side are formed by an inverted L-shaped pipe. And an intermediate wastewater treatment apparatus in which an intermediate part of the final settling tank and an upper part of the filtration tank are communicated by a fountain line composed of an inverted L-shaped pipe. According to this factory wastewater treatment apparatus, wastewater flowing from drainage dwells temporarily in each sedimentation tank, and oil separated during that time floats on the water surface, and oil and oil adhering to solid particles such as sand, stones, and trash. Lumps precipitate and most of the oil is removed. The wastewater introduced from the final sedimentation tank into the filtration tank is removed of oil while passing through a filter medium layer composed of a sand layer, a stone layer, etc., and is purified and drained.

【0004】[0004]

【発明が解決しようとする課題】ところが、前記従来の
工場廃水処理装置については、短期間に濾材層に多量の
油が付着し、清浄化機能が早期に低下するという問題点
がある。その原因について検討した結果、次のことが明
らかになつた。 最初の沈澱槽が中間の沈澱槽に逆L字管からなる導
水管路で連通されているため、下流の沈澱槽への油の流
入量、いいかえれば濾過槽への油の流入量を抑制し難
い。すなわち、排水溝から流入する廃水は、各沈澱槽で
一時滞留する間に分離した油が水面に浮き、固体粒子に
付着した油、油塊等が沈澱することにより、含まれる油
量が順次減少されて濾過槽に流入する。ところで、濾過
槽に流入する廃水には、油が限りなく少ないことが望ま
しいが、最終の沈澱槽で緩り沈降し又は浮遊する固体粒
子に付着した油、油塊等や分離していない油等が混入し
ている。これらの油は、中間の沈澱槽から流入する廃水
中の油量に依存し、中間の沈澱槽の廃水中の油量は最初
の沈澱槽から流入する廃水中の油量に依存している。最
初の沈澱槽では、廃水中の大部分の油が分離して水面に
浮き、固体粒子に付着した油、油塊等で重いものは沈
み、廃水から分離される。ところが、廃水中には緩り沈
み又は浮遊する固体粒子に付着した油、混入した油が相
当量含まれており、これらの油が導水管路から中間の沈
澱槽に流入することになる。 各沈澱槽を連通する導水管路の出口が水平に向き、
廃水が対向する沈澱槽間の隔壁に向けて流入するため、
特に廃水の流入量が多い場合には水平の回転流れが生
じ、これにより渦が発生する。この渦により、水面に浮
いた油が底に引き込まれ、導水管路から下流の沈澱槽又
は噴水管路から濾過槽に流入する。また、上流側の導水
管路の出口と下流側の導水管路又は噴水管路の入口が各
沈澱槽の中心線上にあることから、前記渦による影響を
受け易く、各沈澱槽又は濾過槽に流入する廃水中に上流
側の沈澱槽の水面に浮く油が引き込まれる。 噴水管路の出口が垂直でしかも濾過槽側に僅かに突
出した位置に設定されているため、流入する廃水が濾材
層の全面に行き渡らない。そのため、廃水が濾材層の局
部において流下し、その部位の濾材層に集中的に油が付
着し、濾材層全体としての機能を早期に低下させる。
However, the conventional factory wastewater treatment apparatus has a problem that a large amount of oil adheres to the filter medium layer in a short period of time, and the cleaning function deteriorates early. After examining the cause, the following was clarified. Since the first sedimentation tank is connected to the middle sedimentation tank by a water conduit composed of an inverted L-shaped pipe, the amount of oil flowing into the downstream sedimentation tank, in other words, the amount of oil flowing into the filtration tank, is suppressed. hard. In other words, the amount of oil contained in the wastewater that flows in from the drainage ditch is gradually reduced because the oil separated during the temporary stagnation in each settling tank floats on the water surface, and the oil and oil lumps attached to the solid particles settle. And flows into the filtration tank. By the way, it is desirable that the wastewater flowing into the filtration tank contain as little oil as possible.However, oil adhering to solid particles loosely settling or floating in the final settling tank, oil lumps, unseparated oil, etc. Is mixed. These oils depend on the amount of oil in the wastewater flowing from the middle settling tank, and the amount of oil in the wastewater from the middle settling tank depends on the amount of oil in the wastewater flowing from the first settling tank. In the first settling tank, most of the oil in the wastewater separates and floats on the water surface, and heavy oils and oil lumps attached to the solid particles sink and are separated from the wastewater. However, the wastewater contains a considerable amount of oil adhering to loosely settled or suspended solid particles and mixed oil, and these oils flow into the intermediate sedimentation tank from the water conduit. The outlet of the water conduit connecting each settling tank faces horizontally,
Since wastewater flows toward the partition between the opposing settling tanks,
Particularly when the inflow of wastewater is large, a horizontal rotating flow is generated, thereby generating a vortex. Due to this vortex, the oil floating on the water surface is drawn to the bottom and flows from the sedimentation tank or the fountain line downstream from the water conduit to the filtration tank. Further, since the outlet of the upstream water conduit and the inlet of the downstream water conduit or fountain line are on the center line of each sedimentation tank, it is easily affected by the vortex, and each sedimentation tank or filtration tank has Oil floating on the surface of the settling tank on the upstream side is drawn into the incoming wastewater. Since the outlet of the fountain line is set vertically and at a position slightly protruding toward the filtration tank, the inflowing wastewater does not spread over the entire surface of the filter medium layer. Therefore, the wastewater flows down at a local portion of the filter medium layer, and oil adheres intensively to the filter medium layer at that portion, and the function of the entire filter medium layer is reduced at an early stage.

【0005】本発明は、前記従来の問題点を解消するた
めになされたもので、その課題は、工場廃水に含まれる
油による濾過槽の濾材層の早期の汚染を抑制し、工場廃
水を長期間にわたり清浄化し得る工場廃水処理装置を提
供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and an object of the present invention is to suppress early contamination of a filter medium layer of a filtration tank by oil contained in factory wastewater, and to reduce the length of factory wastewater. It is an object of the present invention to provide a plant wastewater treatment device that can be cleaned over a period of time.

【0006】[0006]

【課題を解決するための手段】前記課題を解決するため
に、本発明では、オガ屑が油の吸着性に優れていること
に着目し、オガ屑を流動状に収納保持するオガフイルタ
ーを製作し、このオガフイルターを最初の沈澱槽と次の
沈澱槽間に配置することにより、次の沈澱槽への油の流
入ひいては濾過槽への流入を抑制するようになつてい
る。濾過槽の濾材層の上部にオガフイルターからなる濾
材を載置し、濾過槽に導入された油を先づ濾材で吸着除
去し、濾材層の早期の汚染を抑制するようになつてい
る。噴水管路を濾過槽の中央付近まで配設し、出口を広
く設定することにより、流入する廃水が広い範囲に分散
され、濾材層の局部的な汚染を抑制するようになつてい
る。また、上流の沈澱槽と下流の沈澱槽とを連通する導
水管路の出口を上向で導水管路断面積よりも広く設定す
ることにより、下流の沈澱槽の水面に浮かぶ油を底に引
き込まないようになつている。
In order to solve the above-mentioned problems, the present invention focuses on the fact that sawdust is excellent in adsorbing oil, and manufactures an ogafilter for storing and holding sawdust in a fluid state. By arranging the oga filter between the first sedimentation tank and the next sedimentation tank, the inflow of oil into the next sedimentation tank and, consequently, the inflow into the filtration tank are suppressed. A filter medium made of an oga filter is placed above the filter medium layer of the filter tank, and the oil introduced into the filter tank is first adsorbed and removed by the filter medium, thereby suppressing early contamination of the filter medium layer. By arranging the fountain line near the center of the filter tank and setting the outlet wide, the inflowing wastewater is dispersed over a wide range, and local contamination of the filter medium layer is suppressed. In addition, by setting the outlet of the water conduit communicating the upstream settling tank and the downstream sedimentation tank upward and wider than the cross-sectional area of the water conduit, oil floating on the water surface of the downstream sedimentation tank is drawn to the bottom. It's not like that.

【0007】すなわち、本発明は、油を含む工場廃水を
複数の沈澱槽及び濾過槽に順次導入して通過させ、油を
除去して清浄化する工場廃水処理装置であつて、最初の
沈澱槽と次の沈澱槽との各上部を連通するように流水路
が設けられ、流水路の入口を覆うようにオガフイルター
からなる濾材が着脱自在に配置され、オガフイルターが
目の粗い布製の袋にオガ屑を八分目収納し、オガ屑が上
下に偏よらないように袋の表裏を上下複数個所で連結し
て平板状に形成されており、濾材の上流に間隔を置いて
防波板が設けられ、防波板が最初の沈澱槽の上端から濾
材の下端付近まで上下に延設されている。なお、防波板
は、下端が濾材の下端より上方にあり、下端側に複数の
流水孔が形成されていることが好ましく、流水孔を通る
流れにより上昇流を減速するようになつている。また、
流水路の出口を覆うようにオガフイルターからなる濾材
が着脱自在に配置されていることが好ましく、流水路を
濾過槽兼沈澱槽としている。
That is, the present invention relates to a factory wastewater treatment apparatus for removing and purifying oil by removing and purifying oil from an industrial wastewater containing oil in a plurality of sedimentation tanks and filtration tanks. A flowing water channel is provided so as to communicate with each upper part of the sedimentation tank and the next sedimentation tank, and a filter medium made of an OG filter is detachably disposed so as to cover an inlet of the flowing water channel, and the OG filter is placed in a coarse cloth bag. The sawdust is stored in the eighth part, and the bag is formed in a flat plate shape by connecting the front and back of the bag at a plurality of upper and lower places so that the sawdust is not biased up and down, and a wavebreak plate is provided at an interval upstream of the filter medium A wavebreak plate extends vertically from the upper end of the first settling tank to the vicinity of the lower end of the filter medium. In addition, it is preferable that the lower end of the wave preventing plate is located above the lower end of the filter medium, and a plurality of water holes are formed on the lower end side, so that the upward flow is decelerated by the flow through the water holes. Also,
It is preferable that a filter medium made of an OG filter is detachably disposed so as to cover the outlet of the water channel, and the water channel is used as a filtration tank and a sedimentation tank.

【0008】また、本発明は、上流の沈澱槽の中間部と
下流の沈澱槽の上部とを連通するように導水管路が設け
られ、この導水管路の出口が停止水位より下方で上向に
開口し、出口の開口面積が導水管路の断面積よりも大き
く設定されている。最終の沈澱槽の中間部と濾過槽の上
部とを連通するように噴水管路が設けられ、この噴水管
路は、濾過槽において中央まで水平に延設され、先端か
ら基部寄りにかけて底部を残して上方に開口した出口が
形成され、底部に複数の流下孔が形成されている。濾過
槽は、濾材層の上部にオガフイルターからなる濾材が着
脱自在に載置され、オガフイルターが目の粗い布製の袋
にオガ屑を八分目収納し、オガ屑が偏らないように袋の
表裏を連結して平板状に形成されている。
Further, according to the present invention, a water conduit is provided so as to communicate an intermediate portion of the upstream sedimentation tank and an upper part of the downstream sedimentation tank, and an outlet of the water conduit is upward below the stop water level. And the opening area of the outlet is set to be larger than the cross-sectional area of the water conduit. A fountain pipe is provided so as to communicate the middle part of the final settling tank with the upper part of the filtration tank, and the fountain pipe extends horizontally to the center in the filtration tank, leaving a bottom from the tip to the base. An outlet opening upward is formed, and a plurality of flow holes are formed at the bottom. In the filtration tank, a filter medium consisting of an oga filter is detachably mounted on the upper part of the filter medium layer. They are connected to form a flat plate.

【0009】[0009]

【発明の実施の形態】本発明の実施形態を図に基づいて
説明する。図1及び図2は、本発明の実施形態の概念的
説明図、図3及び図4は本発明の実施形態における濾材
の概念的説明図である。図1において、1は工場排水処
理装置、2は工場の敷地周囲等に設けられた排水溝、3
は第1沈澱槽、4は第2沈澱槽、5は第3沈澱槽、6は
第4沈澱槽、7は濾過槽である。以下において、上流及
び下流は、廃水の流れ方向に基づく表現であり、図1に
おける左側を上流、右側を下流と称する。停止水位H
は、排水溝2から廃水が流入していない時の各槽3、
4、5、6、7の水位を意味している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. 1 and 2 are conceptual explanatory diagrams of an embodiment of the present invention, and FIGS. 3 and 4 are conceptual explanatory diagrams of a filter medium in the embodiment of the present invention. In FIG. 1, reference numeral 1 denotes a factory wastewater treatment device, 2 denotes a drainage ditch provided around a factory site, and 3.
Denotes a first settling tank, 4 denotes a second settling tank, 5 denotes a third settling tank, 6 denotes a fourth settling tank, and 7 denotes a filtration tank. In the following, upstream and downstream are expressions based on the flow direction of the wastewater, and the left side in FIG. 1 is referred to as upstream and the right side is referred to as downstream. Stop water level H
Means each tank 3 when waste water is not flowing from the drain 2
The water levels of 4, 5, 6, and 7 are meant.

【0010】第1沈澱槽3は、上方が開口した箱型の水
槽で、一方の側壁の上部隅寄りに排水溝2が取付けら
れ、排水溝2から流入する廃水を一時貯溜する沈砂池で
ある。第1沈澱槽3において、廃水中の重い固体粒子、
油塊等が底に沈澱し、大部分の油が分離して水面に浮
き、軽い固体粒子、油塊等が浮遊又は緩り沈降し、分離
していない油が廃水に混入している。第1沈澱槽3と第
2沈澱槽4との隔壁の中央上部には、矩形断面の流水路
9が第1沈澱槽3から第2沈澱槽4内に水平に突出して
設けられている。この流水路9は、入口9aである第1
沈澱槽3側の開口部に沿い第1濾材10が配置され、出
口9bである第2沈澱槽4側の開口部に沿い第2濾材1
4が配置され、第2沈澱槽4の各側壁に沿い空間が形成
されている。この空間は、淀みを形成し、第1濾材10
を通過した廃水中の微小な固体粒子、油塊等が濾過・沈
澱する濾過兼沈澱槽ともなつている。
The first sedimentation tank 3 is a box-shaped water tank having an open upper side. The first sedimentation tank 3 is provided with a drain groove 2 near an upper corner of one side wall, and is a sand basin for temporarily storing wastewater flowing from the drain groove 2. . In the first settling tank 3, heavy solid particles in the wastewater,
Oil lumps and the like settle to the bottom, most of the oil separates and floats on the water surface, light solid particles, oil lumps and the like float or loosely settle, and unseparated oil is mixed into the wastewater. At a central upper portion of the partition wall between the first settling tank 3 and the second settling tank 4, a water passage 9 having a rectangular cross section is provided so as to protrude horizontally from the first settling tank 3 into the second settling tank 4. This water channel 9 is the first 9
A first filter medium 10 is arranged along the opening on the settling tank 3 side, and the second filter medium 1 is arranged along an opening on the second settling tank 4 side which is the outlet 9b.
A space is formed along each side wall of the second settling tank 4. This space forms a stagnation, and the first filter medium 10
It is also a filtration / precipitation tank in which fine solid particles, oil lumps and the like in the wastewater passing through are filtered and precipitated.

【0011】第1濾材10及び第2濾材14は、図3及
び図4に示すように、目の粗い布製の袋にオガ屑を八分
目収納し、オガ屑が上下に偏よらないように上下複数個
所において袋の表裏を留め糸10aで断続的に連結して
平板状に形成されたオガフイルターからなつている。目
の粗い布は、オガ屑がこぼれにくい程度のものであれば
よく、目が粗く柔らかい綿布からなるガーゼが好まし
い。オガ屑が袋に八分目収納され、通過する廃水により
オガ屑が袋内で流動し易いため、廃水中の油を良く吸着
除去し、また目詰まりを生ぜず廃水を良好に通過させ
る。第1濾材10は、流水路の入口9aに沿い取付けら
れた第1濾材取付枠11に上方から着脱自在に装着され
ている。第1濾材取付枠11の具体的な構造は、図示さ
れていないが、溝型の部材を組合わせて内側周囲に溝状
の空間を有する上向コ字状の枠本体を形成し、この枠本
体の一方の開口部にクリンプネツトを張り、他方の開口
部に複数の棒材を間隔を置いて縦方向に取付けてなり、
枠本体とクリンプネツトと棒材とで形成される矩形断面
の空間が第1濾材10を収納する空間である。そして、
クリンプネツト側が上流に向き、棒材側が下流に向くよ
うに、枠本体が流水路の入口9aに沿い密着状に取付け
られている。第2濾材14は、流水路の出口9bに沿い
取付けられた第2濾材取付枠15に上方から着脱自在に
装着されている。第2濾材取付枠15は、第1濾材取付
枠11と同一構造になつている。
As shown in FIG. 3 and FIG. 4, the first filter medium 10 and the second filter medium 14 store sawdust in an open cloth bag at an eighth minute, and a plurality of sawdust are arranged so that the sawdust is not deviated vertically. The bag is formed of a flat plate-shaped ogafilter by intermittently connecting the front and back of the bag with a fastening thread 10a. The coarse cloth only needs to be of such a degree that the sawdust is hard to spill, and a gauze made of a coarse and soft cotton cloth is preferable. The sawdust is stored in the bag for the eighth minute, and the sawdust easily flows in the bag due to the wastewater passing therethrough, so that the oil in the wastewater is adsorbed and removed well, and the wastewater passes well without clogging. The first filter medium 10 is detachably mounted from above on a first filter medium mounting frame 11 mounted along the inlet 9a of the flowing water channel. Although the specific structure of the first filter medium mounting frame 11 is not shown, an upward U-shaped frame main body having a groove-shaped space around the inside is formed by combining groove-shaped members, and this frame is formed. A crimp net is stretched in one opening of the main body, and a plurality of bars are attached in the other opening in the vertical direction at intervals.
A space having a rectangular cross section formed by the frame body, the crimp net, and the bar is a space for accommodating the first filter medium 10. And
The frame main body is mounted in close contact with the inlet 9a of the flowing water channel such that the crimp net side faces upstream and the bar side faces downstream. The second filter medium 14 is removably mounted from above on a second filter medium mounting frame 15 mounted along the outlet 9b of the flowing water channel. The second filter medium mounting frame 15 has the same structure as the first filter medium mounting frame 11.

【0012】第1濾材10の上流側には、第1濾材10
と間隔を置いて平行に防波板12が設けられている。防
波板12は、両端が第1沈澱槽3の各側壁に固定され、
第1沈澱槽3の上端から第1濾材10の下端よりやや上
方まで上下に延設され、下端側に複数の流水孔13が形
成されている。防波板12は、第1沈澱槽3の上部を排
水溝2側と第1濾材10側とに仕切つており、排水溝2
から流入する廃水を第1濾材10に直接到達させず、防
波板12の下方を迂回させることになる。また、第1沈
澱槽3の防波板12よりも上流の水面に浮く油を第1濾
材10に接触させないように貯溜することになる。従つ
て、第1濾材10には、水面に浮く油、沈澱した油塊や
固体粒子に付着した油以外のもの、例えば緩り沈降し又
は浮遊する油塊や固体粒子に付着した油、廃水に混入し
ている油等が到達することになる。そして、第1濾材1
0を通過する廃水の流れは、第1沈澱槽3と第2沈澱槽
4との水位差で生じるが、これと同時に防波板12と隔
壁及び第1濾材10との間に上昇流が生じる。この上昇
流の速度が大きい場合には、第1濾材10のオガ屑が袋
内において上方に移動し、第1濾材10の下部のオガ屑
が少なくなることがある。ところが、上昇流の発生と同
時に、防波板12の下端側に形成された複数の流水孔1
3を通過する流れが生じる。この流れは、上昇流と交差
する方向の流れであり、上昇流の速度を抑制する。従つ
て、第1濾材10のオガ屑が袋内で偏つた分布にならな
いようにし、第1濾材10の機能を損ねないように保護
する。
On the upstream side of the first filter medium 10, the first filter medium 10
The wave preventing plate 12 is provided in parallel at an interval. Both ends of the wave preventing plate 12 are fixed to each side wall of the first settling tank 3,
The upper end of the first settling tank 3 is vertically extended slightly above the lower end of the first filter medium 10, and a plurality of water holes 13 are formed on the lower end side. The wave preventing plate 12 partitions the upper part of the first sedimentation tank 3 into the drain groove 2 side and the first filter medium 10 side.
The wastewater flowing from the first filter medium 10 does not directly reach the first filter medium 10, but is bypassed below the wave preventing plate 12. Further, oil floating on the water surface upstream of the wave preventing plate 12 of the first settling tank 3 is stored so as not to contact the first filter medium 10. Accordingly, the first filter medium 10 is provided with a material other than oil floating on the water surface, oil adhering to precipitated oil lumps and solid particles, for example, oil adhering to oil sediment loosely or floating to solid lumps and solid particles, and wastewater. The mixed oil or the like will arrive. And the first filter medium 1
The flow of the wastewater passing through zero occurs due to the water level difference between the first sedimentation tank 3 and the second sedimentation tank 4, and at the same time, an upward flow occurs between the wave preventing plate 12 and the partition wall and the first filter medium 10. . When the speed of the upward flow is high, the sawdust of the first filter medium 10 moves upward in the bag, and the sawdust at the lower portion of the first filter medium 10 may decrease. However, simultaneously with the generation of the upward flow, a plurality of water holes 1 formed on the lower end side of the breakwater plate 12 are formed.
A flow through 3 occurs. This flow is a flow in a direction crossing the upward flow, and suppresses the speed of the upward flow. Therefore, the sawdust of the first filter medium 10 is prevented from becoming unevenly distributed in the bag, and is protected so as not to impair the function of the first filter medium 10.

【0013】第2沈澱槽4は、上方が開口した箱型の水
槽で、第1沈澱槽3の約2倍の深さに形成され、第1沈
澱槽3から第1濾材10、流水路9及び第2濾材14を
通過して流入した廃水を一時貯溜する油付着固体粒子沈
澱槽である。流入した廃水中には、微小で軽い固体粒
子、油塊等や分離していない油が含まれており、これら
の一部は貯溜中に沈澱し又は分離して水面に浮く。第2
沈澱槽4と第3沈澱槽5との隔壁に沿い、また流水路9
の中心から離れた各沈澱槽4、5の側壁寄りに第1導水
管路16が設けられている。第1導水管路16は、両端
が逆向で互いに平行になるように中間部で折り曲げられ
た円形断面の管体と、周囲に突縁を有する皿状体で、前
記管体の一端に連通して取付けられた出口部材とからな
り、入口17が第2沈澱槽4の中間部で下向に開口し、
出口18が第3沈澱槽5の上部で停止水位Hよりも下方
で上向に開口して配置されている。なお、前記管体の一
端を漏斗状に拡開し、この一端側を出口18としてもよ
い。第1導水管路16により第2沈澱槽4の廃水が第3
沈澱槽5に流入するが、出口18が上向で開口面積が広
いことから、緩りと上向に、すなわち緩りと湧き上がる
ように流入するため、第3沈澱槽5の水面に浮く油を底
に引き込まないで流入する。
The second sedimentation tank 4 is a box-shaped water tank having an upper opening, and is formed at a depth about twice as large as the first sedimentation tank 3. And an oil-attached solid particle sedimentation tank for temporarily storing wastewater flowing through the second filter medium 14. The inflowing wastewater contains minute and light solid particles, oil lumps, and unseparated oil, and some of these precipitate or separate during storage and float on the water surface. Second
Along the partition wall between the settling tank 4 and the third settling tank 5,
A first water conduit 16 is provided near the side wall of each of the settling tanks 4 and 5 away from the center. The first water conduit 16 is a pipe having a circular cross section bent at an intermediate portion so that both ends are opposite and parallel to each other, and a dish-shaped body having a protruding edge around the pipe, and communicates with one end of the pipe. The inlet 17 opens downward in the middle of the second settling tank 4,
An outlet 18 is disposed above the third settling tank 5 and opens upward below the stop water level H. In addition, one end of the tube may be expanded in a funnel shape, and this one end may be used as the outlet 18. The wastewater from the second settling tank 4 is changed to the third
The oil flows into the sedimentation tank 5, but because the outlet 18 is upward and the opening area is large, the oil flows slowly and upwards, that is, flows in such a manner that the oil gradually floats. Flows without being pulled into the bottom.

【0014】第3沈澱槽5は、上方が開口した箱型の水
槽で、第2沈澱槽4から第1導水管路16を通過して流
入した廃水を一時貯溜する水アカ沈澱槽である。流入し
た廃水中には、微小で軽い固体粒子、油塊等や分離して
いない油等が含まれており、これらの一部が貯溜中に沈
澱し又は分離して水面に浮き、さらに水アカが沈澱す
る。第3沈澱槽5と第4沈澱槽6との隔壁に沿い、また
第3沈澱槽5の中心に対する第1導水管路16とは反対
側における各沈澱槽5、6の側壁寄りに第2導水管路1
9が設けられている。第2導水管路19は、第1導水管
路16と同様に曲げられた管体に皿状体からなる出口部
材を連結してなり、入口20が第3沈澱槽5の中間部で
第1導水管路の入口17より上方で下向に開口し、出口
21が第3沈澱槽5の上部で停止水位Hよりも下方で上
向に開口して配置されている。
The third sedimentation tank 5 is a box-shaped water tank having an open upper part, and is a water-drainage sedimentation tank for temporarily storing wastewater flowing from the second sedimentation tank 4 through the first water conduit 16. The influent wastewater contains minute and light solid particles, oil lumps, unseparated oil, etc., and some of them settle or separate in the storage and float on the surface of the water. Precipitates. A second conduit is provided along the partition wall between the third and fourth sedimentation tanks 5 and 6, and on the side opposite to the first water conduit 16 with respect to the center of the third sedimentation tank 5, near the side wall of each of the sedimentation tanks 5, 6. Water line 1
9 are provided. The second water pipe 19 is formed by connecting an outlet member made of a dish-shaped body to a pipe bent in the same manner as the first water pipe 16, and the inlet 20 is provided at the middle of the third settling tank 5 at the first position. An outlet 21 is arranged to open downward above the inlet 17 of the water conduit, and an outlet 21 is opened above the stop water level H above the third settling tank 5 so as to open upward.

【0015】第4沈澱槽6は、上方が開口した箱型の水
槽で、第3沈澱槽5から第2導水管路19を通過して流
入した廃水を一時貯溜する水アカ沈澱槽である。流入す
る廃水中には微量の油が含まれており、これらの一部が
貯溜中に微小で軽い固体粒子、油塊及び水アカ等が沈澱
し、油が水面に浮く。第4沈澱槽6と濾過槽7との隔壁
に沿い噴水管路22が設けられている。噴水管路22
は、一端寄りを略90度曲げ、他端寄りを一端側に対し
て略90度方向に曲げ、他端側の先端を斜めに切り落と
して形成された円形断面の管体からなり、この管体の一
端側が第4沈澱槽6の中心に対して第2導水管路19と
反対側において垂直に配置され、他端側が第4沈澱槽6
の中心線上において水平で濾過槽7の中央まで突出する
ように配置されている。すなわち、入口23が第4沈澱
槽6の中間部で第2導水管路の出口20より上方で下向
に開口し、出口24が濾過槽7の上部で上方に開口し、
出口24の底部が停止水位Hに沿うように配置されてい
る。出口24の底部には、図2に示すように複数の流下
孔25が濾過槽7の中央から第4沈澱槽6との隔壁付近
まで形成されている。第4沈澱槽6からの廃水の流入量
が多い場合には、出口24が管体の端部を斜めに切り落
として形成されていることから、出口24の周辺に拡散
して濾過槽7に流入する。流入量が少ない場合には、流
下孔25及び出口25の先端から流入する。なお、出口
25の形状・構造は、廃水が濾過槽7の局所に集中せ
ず、広い範囲に拡散流入するようになっていればよい。
The fourth sedimentation tank 6 is a box-shaped water tank having an open upper part, and is a water-drainage sedimentation tank for temporarily storing wastewater flowing from the third sedimentation tank 5 through the second water conduit 19. A small amount of oil is contained in the inflowing wastewater, and a part thereof is precipitated in the storage as fine and light solid particles, oil lumps and water deposits, and the oil floats on the water surface. A fountain line 22 is provided along the partition wall between the fourth settling tank 6 and the filtration tank 7. Fountain line 22
Consists of a tube having a circular cross section formed by bending one end closer to 90 degrees, bending the other end closer to 90 degrees with respect to one end, and diagonally cutting off the tip of the other end. Is vertically arranged on the side opposite to the second water conduit 19 with respect to the center of the fourth settling tank 6, and the other end is connected to the fourth settling tank 6.
Are arranged horizontally so as to protrude to the center of the filtration tank 7 on the center line of the filter tank 7. That is, the inlet 23 opens downward at an intermediate portion of the fourth settling tank 6 above the outlet 20 of the second water conduit, and the outlet 24 opens upward at the top of the filtration tank 7,
The bottom of the outlet 24 is arranged along the stop water level H. As shown in FIG. 2, a plurality of flow-down holes 25 are formed at the bottom of the outlet 24 from the center of the filtration tank 7 to the vicinity of the partition wall with the fourth precipitation tank 6. When the amount of wastewater flowing from the fourth settling tank 6 is large, since the outlet 24 is formed by cutting off the end of the pipe obliquely, it diffuses around the outlet 24 and flows into the filtration tank 7. I do. When the inflow amount is small, it flows in from the tip of the downflow hole 25 and the outlet 25. The shape and structure of the outlet 25 need only be such that the wastewater does not concentrate locally on the filtration tank 7 but diffuses and flows into a wide area.

【0016】濾過槽7は、上方が開口した箱型の水槽で
あるが、底部側に間隔を置いてパンチング板等の透過孔
を有する多孔板30が設けられ、この多孔板30上に石
層27及び砂層28を積層して濾材層26が形成されて
いる。濾材層26上には、砂層28を覆うようにオガフ
イルターからなる第3濾材29が載置されている。第3
濾材29のオガフイルターは、基本的には第1濾材10
のものと同一の構造であるが、第1濾材10のものより
も厚目に形成され、形状が崩れないように中央において
袋の表裏が留め糸で連結されている。なお、図1及び図
2において、31は各槽3、4、5、6、7を覆うよう
に着脱自在に設けられた蓋体で、第1沈澱槽3の蓋体は
多孔構造であるが、その他の槽4、5、6、7の蓋体は
廃水、固体粒子等を侵入させない構造になつている。
The filtration tank 7 is a box-shaped water tank having an open top. A perforated plate 30 having a perforated hole such as a punching plate is provided on the bottom side at an interval, and a stone layer is formed on the perforated plate 30. The filter medium layer 26 is formed by laminating the sand layer 27 and the sand layer 28. On the filter medium layer 26, a third filter medium 29 made of an OG filter is placed so as to cover the sand layer 28. Third
The OG filter of the filter medium 29 is basically made of the first filter medium 10.
It has the same structure as that of the first filter medium 10, but is formed thicker than that of the first filter medium 10, and the front and back of the bag are connected by a fastening thread at the center so as not to lose its shape. In FIGS. 1 and 2, reference numeral 31 denotes a lid which is detachably provided so as to cover the tanks 3, 4, 5, 6, and 7. Although the lid of the first precipitation tank 3 has a porous structure, The lids of the other tanks 4, 5, 6, and 7 are structured to prevent wastewater, solid particles, and the like from entering.

【0017】本発明の実施形態は、上記のように構成さ
れており、その作用を以下に説明する。例えば、図1及
び図2に示す廃水処理装置1が車解体工場に設置されて
いる場合、床、敷地等を水洗浄したり雨が降つた時には
床、敷地等を流れた水が排水溝2を通り第1沈澱槽3に
流入する。この水は、エンジンオイル、ブレーキオイ
ル、ガソリン等の油及び砂、石、ごみ等の固体粒子が混
入した工場廃水である。この廃水は、第1沈澱槽3に一
時滞留し、重い固体粒子、油塊等が底に沈澱し、大部分
の油が分離して水面に浮き、軽い固体粒子、油塊等が浮
遊又は緩り沈降し、一部の油が分離しないで混入してい
る。なお、水面に浮いた油は、主として防波板12より
も上流側において貯留される。そして、廃水の流入によ
り第1沈澱槽3の水位が上昇し、第2沈澱槽4との水位
差が生じ、第1沈澱槽3の廃水が流水路9を通り第2沈
澱槽4に流入する。この廃水は、防波板12の下流側、
第1沈澱槽3の中間部等に滞留し、又はこれらを通つて
流入するもので、浮遊又は緩り沈降している軽い固体粒
子、油塊及び混入した油等が含まれている。
The embodiment of the present invention is configured as described above, and its operation will be described below. For example, when the wastewater treatment apparatus 1 shown in FIG. 1 and FIG. 2 is installed in a car dismantling plant, the floor, the site, etc. are washed with water or when the rain falls, the water flowing through the floor, the site, etc. And flows into the first settling tank 3. This water is factory wastewater mixed with engine oil, brake oil, oil such as gasoline, and solid particles such as sand, stone, and trash. This wastewater temporarily stays in the first sedimentation tank 3, and heavy solid particles and oil lumps settle to the bottom, most of the oil is separated and floats on the water surface, and light solid particles and oil lumps and the like float or float. Sedimentation, and some oil is mixed without separation. The oil floating on the water surface is mainly stored on the upstream side of the wave preventing plate 12. The water level in the first settling tank 3 rises due to the inflow of the wastewater, causing a difference in water level from the second settling tank 4, and the wastewater in the first settling tank 3 flows into the second settling tank 4 through the flowing water channel 9. . This wastewater is located on the downstream side of the breakwater plate 12,
It stays in the middle part or the like of the first settling tank 3 or flows therethrough, and contains light solid particles, oil lumps, mixed oil and the like floating or loosely settling.

【0018】この廃水が第2沈澱槽4に流入する際、先
ず第1濾材10で濾過され、比較的大きい固体粒子、油
塊及び分離していない油の一部が除去される。すなわ
ち、第1濾材10がオガ屑を目の粗い布製の袋に収納し
たオガフイルターであることから、比較的大きい固体粒
子、油塊等は袋で通過阻止され、微小な固体粒子で油が
付着したもの、微小な油塊、分離していない油等は一部
がオガ屑に付着する。オガ屑が廃水の流れで袋内で流動
するため、オガ屑に油が付着し易く、第1濾材10で多
くの油が除去される。第1濾材10を通過した廃水は、
流水路9を通り第2濾材14で濾過されるが、流水路9
の両側の空間で淀み、微小な固体粒子、油塊等の一部が
沈澱して除去される。そして、第2濾材14を通過する
際、微小な固体粒子で油が付着したもの、微小な油塊、
分離していない油等の一部が第1濾材10におけるとほ
ぼ同様にして付着除去される。以上のように、排水溝2
から流入した廃水は、第1沈澱槽3、第1濾材10、流
水路9及び第2濾材14により大部分の油、固体粒子等
が除去される。特に、従来除去されていなかつた比較的
大きな固体粒子、油塊等は勿論のこと、微小な固体粒子
や油塊及び分離していない油等についても第1濾材1
0、流水路9及び第2濾材14により相当量が除去さ
れ、従来よりはるかに清浄化される。
When the wastewater flows into the second settling tank 4, it is first filtered through the first filter medium 10 to remove relatively large solid particles, oil lumps and a part of unseparated oil. That is, since the first filter medium 10 is an oga filter in which sawdust is stored in a coarse cloth bag, relatively large solid particles, oil lumps, and the like are prevented from passing through the bag, and oil adheres with fine solid particles. Some of the waste, minute oil lumps, unseparated oil, etc. adhere to sawdust. Since the sawdust flows in the bag by the flow of the wastewater, oil easily adheres to the sawdust, and a large amount of oil is removed by the first filter medium 10. The wastewater that has passed through the first filter medium 10 is
The water is filtered by the second filter medium 14 through the flowing water channel 9.
Stagnates in the spaces on both sides of the, and a part of minute solid particles, oil lumps and the like settle and are removed. When passing through the second filter medium 14, fine solid particles to which oil adheres, fine oil lumps,
A part of the unseparated oil or the like is attached and removed in substantially the same manner as in the first filter medium 10. As described above, the drain ditch 2
Most of oil, solid particles and the like are removed from the wastewater flowing from the first settling tank 3, the first filter medium 10, the flowing water channel 9 and the second filter medium 14. In particular, the first filter medium 1 includes not only relatively large solid particles and oil lumps that have not been removed until now, but also minute solid particles, oil lumps, unseparated oil, and the like.
0, a considerable amount is removed by the flowing water channel 9 and the second filter medium 14, and much more clean than before.

【0019】第2沈澱槽4に流入した廃水は、前記のよ
うに従来よりも清浄化されてはいるが、微小な固体粒
子、分離していない油等が僅かに含まれており、一時滞
留する間に油の一部が分離して水面に浮き、微小な固体
粒子、油塊等の一部が沈澱する。そして、廃水の流入に
より第2沈澱槽4の水位が上昇し、第3沈澱槽5との間
で水位差が生じ、第2沈澱槽4の廃水が第1導水路16
を通り第3沈澱槽5に流入する。その際、第1沈澱槽3
から第2沈澱槽4に流入する廃水が第2濾材14によつ
て分散状に流入し、噴流とはならないため、第2沈澱槽
4の水面に浮く油を底に引き込むような渦は生じない。
また、第1導水路の入口17が流水路9の中心から偏つ
て配置されているため、前記廃水の流入による第1導水
路の入口17付近に滞留する廃水への影響が少ない。従
つて、第3沈澱槽5に流入する廃水は、第2沈澱槽4の
中間部に滞留する廃水、すなわち第2沈澱槽4で油が一
部分離された後のもので、混入する油は微量になつてい
る。
Although the wastewater flowing into the second settling tank 4 is purified as described above, it contains small solid particles, unseparated oil, etc., and temporarily stays there. During this time, a part of the oil separates and floats on the water surface, and a part of fine solid particles, oil lumps and the like precipitate. The water level of the second settling tank 4 rises due to the inflow of the wastewater, and a water level difference occurs between the second settling tank 5 and the first settling tank 5.
And flows into the third settling tank 5. At that time, the first settling tank 3
The wastewater flowing into the second settling tank 4 from the wastewater flows in a dispersed manner by the second filter medium 14 and does not become a jet, so that there is no vortex that draws oil floating on the water surface of the second settling tank 4 to the bottom. .
In addition, since the inlet 17 of the first headrace is arranged deviated from the center of the waterway 9, the inflow of the wastewater has little effect on the wastewater staying near the inlet 17 of the first headrace. Therefore, the wastewater flowing into the third settling tank 5 is wastewater remaining in the middle part of the second settling tank 4, that is, the wastewater after the oil is partially separated in the second settling tank 4. It has become.

【0020】第3沈澱槽5に流入した廃水は、一時滞留
する間に油の一部が分離して水面に浮き、微小な固体粒
子に付着した油、油塊等が沈澱し、また水アカが沈澱
し、第2導水管路19を通過して第4沈澱槽6に流入す
る。その際、第2沈澱槽4から第3沈澱槽5に流入する
廃水が第1導水管路の出口18から緩り湧き上がるよう
に流入するため、第3沈澱槽5の水面に浮く油を底に引
き込まない。しかも、第2導水管路の入口20が第1導
水管路の出口18と同一線上になく、第3沈澱槽5に流
入する廃水の流れの影響を受け難い。その結果、第4沈
澱槽6に流入する廃水は、第3沈澱槽5で油が一部分離
された後のもので、混入する油はさらに微量になつてい
る。そして、第4沈澱槽6に流入した廃水は、第3沈澱
槽5におけると同様に、一時滞留する間に油の一部が分
離して水面に浮き、微小な固体粒子に付着した油、油塊
等が沈澱し、また水アカが沈澱し、噴水管路22を通過
して濾過槽7に流入する。その際、廃水が第3沈澱槽5
に流入する場合と同様にして、第3沈澱槽5から第4沈
澱槽6に流入する廃水の流れの影響を受けない。その結
果、濾過槽7に流入する廃水は、第4沈澱槽6で油が一
部分離された後のもので、混入する油は極めて微量にな
つている。
The wastewater flowing into the third sedimentation tank 5 temporarily separates and partially floats on the water surface during the temporary stagnation. Precipitates and flows into the fourth sedimentation tank 6 through the second conduit 19. At this time, since the wastewater flowing from the second sedimentation tank 4 to the third sedimentation tank 5 flows into the first sewer pipe line 18 in such a manner that the wastewater slowly rises from the outlet 18, the oil floating on the surface of the third sedimentation tank 5 is removed. Do not draw in. Moreover, the inlet 20 of the second water conduit is not on the same line as the outlet 18 of the first water conduit, and is not easily affected by the flow of wastewater flowing into the third settling tank 5. As a result, the wastewater flowing into the fourth sedimentation tank 6 is obtained after the oil is partially separated in the third sedimentation tank 5, and the amount of the mixed oil is further reduced. The wastewater that has flowed into the fourth settling tank 6, as in the third settling tank 5, is partially separated from the oil during temporary stagnation and floats on the water surface, and the oil and oil adhering to the fine solid particles Lumps and the like settle, and water deposits settle and flow into the filtration tank 7 through the fountain line 22. At this time, the wastewater is supplied to the third settling tank 5
In the same manner as in the case where the wastewater flows into the third settling tank 5, it is not affected by the flow of the wastewater flowing into the fourth settling tank 6. As a result, the wastewater flowing into the filtration tank 7 is obtained after the oil has been partially separated in the fourth precipitation tank 6, and the amount of mixed oil is extremely small.

【0022】濾過槽7に流入した廃水は、第3濾材29
を流下した後に砂層28、石層27等の濾材層26を流
下し、放水路8から排出される。その際、廃水の流入量
が多い場合には、出口24が管体の端部を斜めに切り落
として広く形成されていることから、出口24の周辺に
拡散して流入する。流入量が少ない場合には、流下孔2
5及び出口24の先端から流入する。いずれの場合も、
広い範囲にわたり流入するため、第3濾材29及び濾材
層26の広い範囲で流下し、これらにより油が吸着除去
され、許容量以下に清浄化される。なお、廃水が第3濾
材29を流下することにより、オガ屑が袋内で流動し廃
水中の油と良好に接触するため、微量ながらも残存する
微小な固体粒子、油塊、混入している油等のほとんどが
除去される。そして、第3濾材29を通過した廃水は濾
材層26を流下するが、この廃水中には油がほとんど含
まれていないことから、濾材層26への油の吸着は極め
て少なく、長期間にわたり汚染が抑制される。
The wastewater flowing into the filter tank 7 is supplied to the third filter medium 29.
After flowing down, the water flows down the filter medium layer 26 such as the sand layer 28 and the stone layer 27 and is discharged from the water discharge channel 8. At this time, when the inflow of the wastewater is large, the outlet 24 is diffused and flows into the vicinity of the outlet 24 because the outlet 24 is formed by cutting off the end of the pipe obliquely. If the inflow is small,
5 and the outlet 24. In either case,
Since it flows over a wide range, it flows down over a wide range of the third filter medium 29 and the filter medium layer 26, whereby the oil is adsorbed and removed, and the oil is cleaned to a permissible amount. In addition, since the wastewater flows down the third filter medium 29, the sawdust flows in the bag and makes good contact with the oil in the wastewater. Most of the oil and the like are removed. The wastewater that has passed through the third filter medium 29 flows down the filter medium layer 26. Since the wastewater contains almost no oil, the adsorption of oil to the filter medium layer 26 is extremely small, and the wastewater is contaminated for a long time. Is suppressed.

【0023】なお、廃水が流入しない停止時における濾
過槽7の水位は、濾材層26の上面程度に設定されてい
ることが好ましく、第3濾材29の着脱作業を円滑かつ
迅速になし得る。また、第1濾材10、第2濾材14及
び第3濾材29の交換作業及び各沈澱槽3、4、5、6
の清掃作業は、蓋31を取り除いて行う。これらの交換
作業及び清掃作業を定期的に行うことにより、従来より
もはるかに長期にわたり濾過槽7の清掃、濾材層26の
交換等が不要である。
It is preferable that the water level of the filter tank 7 when the waste water does not flow in is set to be approximately equal to the upper surface of the filter medium layer 26, so that the attaching and detaching operation of the third filter medium 29 can be performed smoothly and promptly. In addition, replacement work of the first filter medium 10, the second filter medium 14, and the third filter medium 29 and the respective settling tanks 3, 4, 5, 6,
Is performed after removing the lid 31. By performing these replacement work and cleaning work regularly, it is not necessary to clean the filter tank 7 and replace the filter medium layer 26 for a much longer time than before.

【0024】[0024]

【発明の効果】本発明によれば、最初の沈澱槽と次の沈
澱槽とを連通する流水路の入口にオガフイルターからな
る濾材が設けられ、この濾材の上流に防波板が設けられ
ていることから、最初の沈澱槽から次の沈澱槽への油の
流入を極力抑制し、ひいては濾過槽への油の流入を減少
でき、濾過槽の濾材層の機能を従来よりも遥かに長期に
わたり維持することが可能になつた。そして、さらに次
のような効果を奏する。 防波板の下端側に流水孔が設けられている場合に
は、沈澱槽から流水路の入口の濾材に向かう上昇流の速
度を抑制するため、濾材におけるオガ屑を上方に極端に
移動させず、オガ屑の分布を適切に維持し濾材の機能を
発揮させ得る。 上流の沈澱槽と下流の沈澱槽とを連通する導水管路
の出口が上向きに開口し、しかも導水管路の断面積より
広く設定されている場合には、上流の沈澱槽の廃水が下
流の沈澱槽の上部に緩りと湧きあがるように流入するた
め、従来のように下流の沈澱槽の水面に浮く油を底に引
き込むことがなく、さらに下流にある沈澱槽又は濾過槽
に流入する廃水中の油の混入を抑制し得る。 最終の沈澱槽と濾過槽とを連通する噴水管路が濾過
槽の中央まで延設され、その出口が上方に開口している
場合には、最終の沈澱槽からの廃水が濾過槽の広い範囲
にわたり拡散して流入される。これにより、濾過槽の濾
材層が従来のように局部的に集中して汚染されることが
なく、長期にわたり濾材層としての機能を維持し得る。
また、出口の底部に流下孔が形成されている場合には、
廃水の流入量が少ない時に廃水を分散流入させ、濾材層
の局部的な汚染を抑制し得る。 濾過槽の濾材層の上部にオガフイルターからなる濾
材が配置されている場合には、廃水が濾材を流下した後
に濾材層を流下するが、濾材がオガフイルターからなる
ものであるため、廃水中の油の大部分がオガ屑により吸
着除去される。その結果、濾材を通過した廃水中には油
がほとんど含まれてなく、濾材層への油の吸着は極めて
少なくなり、長期間にわたり汚染が抑制される。
According to the present invention, a filter medium made of an OG filter is provided at the inlet of a flowing water channel connecting the first settling tank and the next settling tank, and a wavebreak plate is provided upstream of the filter medium. As a result, the inflow of oil from the first settling tank to the next settling tank can be suppressed as much as possible, and thus the inflow of oil into the filtration tank can be reduced, and the function of the filter medium layer of the filtration tank can be much longer than before. It became possible to maintain. Then, the following effects are further obtained. When a water hole is provided at the lower end of the breakwater plate, do not extremely move the sawdust in the filter material upward in order to suppress the speed of the upward flow from the sedimentation tank to the filter material at the inlet of the water channel. In addition, the distribution of sawdust can be appropriately maintained and the function of the filter medium can be exhibited. If the outlet of the headrace channel that connects the upstream sedimentation tank and the downstream sedimentation tank opens upward and is wider than the cross-sectional area of the headrace channel, the wastewater from the upstream sedimentation tank is Wastewater flowing into the sedimentation tank or filtration tank further downstream does not draw oil floating on the water surface of the downstream sedimentation tank to the bottom, unlike the conventional method, because it flows into the upper part of the sedimentation tank so as to spring up slowly. Mixing of oil inside can be suppressed. If a fountain line connecting the final sedimentation tank and the filtration tank extends to the center of the filtration tank and its outlet is open upward, the wastewater from the final sedimentation tank can be used to cover a wide area of the filtration tank. Is diffused over and flows in. As a result, the filter medium layer of the filter tank is not locally concentrated and contaminated as in the related art, and the function as the filter medium layer can be maintained for a long time.
In addition, when a downflow hole is formed at the bottom of the outlet,
When the inflow amount of the wastewater is small, the wastewater can be dispersed and inflow, and local contamination of the filter medium layer can be suppressed. When a filter medium made of an OG filter is arranged above the filter medium layer of the filtration tank, the waste water flows down the filter medium layer after flowing down the filter medium, but since the filter medium is made of the OG filter, Most of the oil is adsorbed and removed by sawdust. As a result, almost no oil is contained in the wastewater that has passed through the filter medium, and the adsorption of the oil to the filter medium layer is extremely reduced, and the pollution is suppressed for a long period of time.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施形態の概念的説明図で、図2のA
−A線に沿う縦断面図で示す。
FIG. 1 is a conceptual explanatory diagram of an embodiment of the present invention.
It is shown in a longitudinal sectional view along the line -A.

【図2】本発明の実施形態の概念的説明図で、蓋を取り
除いた状態での平面図で示す。
FIG. 2 is a conceptual explanatory view of the embodiment of the present invention, which is shown in a plan view with a lid removed.

【図3】本発明の実施形態における第1濾材及び第2濾
材の概念的説明図で、正面図で示す。
FIG. 3 is a conceptual explanatory view of a first filter medium and a second filter medium in the embodiment of the present invention, and is shown in a front view.

【図4】同じく、側面図で示す。FIG. 4 is also shown in a side view.

【符号の説明】[Explanation of symbols]

1 工場廃水処理装置 2 排水溝
3 第1沈澱槽 4 第2沈澱槽 5 第3沈澱槽
6 第4沈澱槽 7 濾過槽 8 放水路
9 流水路 10 第1濾材 12 防波板
13 流水孔 14 第2濾材 16 第1導水管路 18 第1導水管路の出口 19 第2導水管路 21 第2導水管路の出口 22 噴水管路 24 噴水管路の出口 25 流下孔 26 濾過槽の濾材層 27 石層 28 砂層 29 第3濾材
H 停止水位
1 Factory wastewater treatment equipment 2 Drainage ditch
3 First settling tank 4 Second settling tank 5 Third settling tank
6 Fourth settling tank 7 Filtration tank 8 Drainage channel
9 running water channel 10 first filter medium 12 wavebreak plate
DESCRIPTION OF SYMBOLS 13 Flow water hole 14 2nd filter medium 16 1st water conduit 18 outlet of 1st water conduit 19 2nd water conduit 21 outlet of 2nd water conduit 22 fountain line 24 outlet of fountain line 25 down hole 26 filtration Filter medium layer of tank 27 Stone layer 28 Sand layer 29 Third filter medium
H Stop water level

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) B01D 23/10 B Continued on the front page (51) Int.Cl. 7 Identification FI FI Theme Court II (Reference) B01D 23/10 B

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】油を含む工場廃水を複数の沈澱槽(3、
4、5、6)及び濾過槽(7)に順次導入して通過さ
せ、油を除去して清浄化する工場廃水処理装置であつ
て、最初の沈澱槽(3)と次の沈澱槽(4)との各上部
を連通するように流水路(9)が設けられ、流水路の入
口(9a)を覆うようにオガフイルターからなる濾材
(10)が着脱自在に配置され、オガフイルターが目の
粗い布製の袋にオガ屑を八分目収納し、オガ屑が上下に
偏よらないように袋の表裏を上下複数個所で連結して平
板状に形成されており、濾材(10)の上流に間隔を置
いて防波板(12)が設けられ、防波板(12)が最初
の沈澱槽(3)の上端から濾材(10)の下端付近まで
上下に延設されていることを特徴とする工場廃水処理装
置。
An industrial wastewater containing oil is separated into a plurality of settling tanks (3, 3).
4, 5 and 6) and a filter tank (7), which are successively introduced and passed to remove oil and purify the wastewater from the factory. The apparatus is a first settling tank (3) and a second settling tank (4). A water channel (9) is provided so as to communicate with each upper portion of the water channel, and a filter medium (10) made of an OG filter is detachably disposed so as to cover the inlet (9a) of the flow channel. The sawdust is stored in a coarse cloth bag for the eighth minute, and the sawdust is connected to the front and back of the bag at a plurality of upper and lower locations so that the sawdust is not biased up and down. A factory, characterized in that a wave breaker (12) is provided, and the wave breaker (12) extends vertically from the upper end of the first settling tank (3) to near the lower end of the filter medium (10). Wastewater treatment equipment.
【請求項2】防波板(12)は、下端が濾材(10)の
下端より上方にあり、下端側に複数の流水孔(13)が
形成されている請求項1記載の工場廃水処理装置。
2. The plant wastewater treatment apparatus according to claim 1, wherein the wave breaker plate (12) has a lower end located above the lower end of the filter medium (10) and a plurality of water holes (13) formed at the lower end side. .
【請求項3】流水路の出口(9b)を覆うようにオガフ
イルターからなる濾材(14)が着脱自在に配置されて
いる請求項1又は2記載の工場廃水処理装置。
3. The plant wastewater treatment apparatus according to claim 1, wherein a filter medium made of an OG filter is detachably disposed so as to cover an outlet of the flowing water channel.
【請求項4】油を含む工場廃水を複数の沈澱槽(3、
4、5、6)及び濾過槽(7)に順次導入して通過さ
せ、油を除去して清浄化する工場廃水処理装置であつ
て、上流の沈澱槽(4、5)の中間部と下流の沈澱槽
(5、6)の上部とを連通するように導水管路(16、
19)が設けられ、この導水管路の出口(18、21)
が停止水位(H)より下方で上向に開口し、出口(1
8、21)の開口面積が導水管路(18、21)の断面
積より大きく設定されていることを特徴とする工場廃水
処理装置。
4. The method according to claim 1, wherein the industrial wastewater containing oil is separated into a plurality of sedimentation tanks.
An industrial wastewater treatment apparatus for removing and purifying oil by sequentially introducing and passing oil through a filtration tank (4, 5, 6) and a filtration tank (7), comprising an intermediate portion and a downstream portion of an upstream settling tank (4, 5). Water conduits (16, 16) so as to communicate with the upper part of the sedimentation tanks (5, 6).
19) is provided, and an outlet (18, 21) of this water conduit is provided.
Opens upward below the stop water level (H) and exits (1
A plant wastewater treatment apparatus characterized in that the opening area of each of (8, 21) is set to be larger than the cross-sectional area of the water conduit (18, 21).
【請求項5】油を含む工場廃水を複数の沈澱槽(3、
4、5、6)及び濾過槽(7)に順次導入して通過さ
せ、油を除去して清浄化する工場廃水処理装置であつ
て、最終の沈澱槽(6)の中間部と濾過槽(7)の上部
とを連通するように噴水管路(22)が設けられ、この
噴水管路(22)は、濾過槽(7)において中央まで水
平に延設され、先端から基部寄りにかけて底部を残して
上方に開口した出口(24)が形成され、底部に複数の
流下孔(25)が形成されていることを特徴とする工場
廃水処理装置。
5. The method according to claim 1, wherein the industrial wastewater containing oil is separated into a plurality of settling tanks (3, 3).
4, 5 and 6) and a filter tank (7) are sequentially introduced and passed to remove oil and purify the factory wastewater treatment apparatus. The intermediate part of the final settling tank (6) and the filter tank ( A fountain pipe (22) is provided so as to communicate with the upper part of (7), and this fountain pipe (22) extends horizontally to the center in the filtration tank (7), and has a bottom portion from the tip to the base. An industrial wastewater treatment apparatus characterized by having an outlet (24) opened upward and a plurality of downflow holes (25) formed at the bottom.
【請求項6】油を含む工場廃水を複数の沈澱槽(3、
4、5、6)及び濾過槽(7)に順次導入して通過さ
せ、油を除去して清浄化する工場廃水処理装置であつ
て、濾過槽の濾材層(26)の上部にオガフイルターか
らなる濾材(29)が着脱自在に配置され、オガフイル
ターが目の粗い布製の袋にオガ屑を八分目収納し、オガ
屑が偏らないように袋の表裏を連結して平板状に形成さ
れていることを特徴とする工場廃水処理装置。
6. A method according to claim 1, wherein the industrial wastewater containing oil is separated into a plurality of settling tanks (3, 3).
4, 5 and 6) and an industrial wastewater treatment apparatus for removing and purifying oil by successively introducing and passing through a filtration tank (7), wherein an oga filter is provided above a filter medium layer (26) of the filtration tank. The filter medium (29) is detachably arranged, and the saw filter stores the sawdust in the coarse cloth bag for the eighth minute, and is formed in a flat plate shape by connecting the front and back of the bag so that the sawdust is not biased. A factory wastewater treatment device characterized by the above-mentioned.
JP2000404399A 2000-12-18 2000-12-18 Factory wastewater treatment equipment Expired - Fee Related JP4122492B2 (en)

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