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JP4337022B2 - Anaerobic tank treatment equipment - Google Patents
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JP4337022B2 - Anaerobic tank treatment equipment - Google Patents

Anaerobic tank treatment equipment Download PDF

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Publication number
JP4337022B2
JP4337022B2 JP2001061105A JP2001061105A JP4337022B2 JP 4337022 B2 JP4337022 B2 JP 4337022B2 JP 2001061105 A JP2001061105 A JP 2001061105A JP 2001061105 A JP2001061105 A JP 2001061105A JP 4337022 B2 JP4337022 B2 JP 4337022B2
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JP
Japan
Prior art keywords
filter medium
pipe
anaerobic tank
tube
inflow pipe
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.)
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JP2001061105A
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Japanese (ja)
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JP2002263682A (en
Inventor
和正 吉田
義寿 伊藤
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Hitachi Ltd
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Hitachi Plant Technologies Ltd
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Filing date
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Priority to JP2001061105A priority Critical patent/JP4337022B2/en
Publication of JP2002263682A publication Critical patent/JP2002263682A/en
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    • Y02W10/12

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  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は嫌気槽処理装置に係り、特に、ろ材ブロック群の略中央部に被処理水の流入管を備えた嫌気槽処理装置に関する。
【0002】
【従来の技術】
固定生物膜法を用いた嫌気槽処理装置は、皿状に形成された多数のろ材(以下、「皿状ろ材」という)を支持する複数の支柱を鉛直に配設して成る一単位のろ材ブロックを、嫌気槽内に複数配置してろ材ブロック群を形成すると共に、ろ材ブロック群の略中央部に被処理水の流入管が鉛直に配設されている。このろ材に嫌気性菌が支持される。そして、流入管から嫌気槽内に流入した被処理水は、嫌気槽内を上向流で流れ、ろ材に支持された嫌気性菌により生物処理される。
【0003】
このろ材ブロック群を構築する際、或いはろ材ブロックを新しく交換する際に、ろ材ブロック群の略中央部に位置する流入管がろ材ブロックの搬入・搬出の邪魔にならないように、流入管を分割可能な構造にする必要がある。
【0004】
従来の流入管は、図5に示すように、ろ材ブロックの高さに略相当する長さの短管1同士の端部同士を一対のゴムパッキン2、2を介して一対の継手治具3、3で挟み付け、この継手治具3同士をボルト(図示せず)で固定することにより分割可能な構造にしていた。また、図6に示すように、端部に雄ねじ4が形成された短管1同士を、雌ねじ5が刻設されたリング状の継手治具6で螺合することにより分割可能な構造にしていた。
【0005】
【発明が解決しようとする課題】
しかしながら、分割可能な構造を有する従来の流入管は、短管1同士を連結するために多くの継手治具3、6が必要になるという欠点がある。また、短管1同士を接合して流入管を組み立てたり、流入管を分割したりする作業がやっかいであり時間もかかると共に、特別な継手治具3、6を必要とするという欠点があった。
【0006】
本発明はこのような事情に鑑みて成されたもので、流入管を簡単に分割したり組み立てたりできるので作業が簡単で時間もかからずに行うことができ、特別な継手治具も必要としない嫌気槽処理装置を提供することを目的とする。
【0007】
【課題を解決する為の手段】
本発明は、前記目的を達成するために、多数のろ材を支持する複数の支柱を鉛直に配設して成る一単位のろ材ブロックを嫌気槽内に複数配置してろ材ブロック群を形成すると共に、前記ろ材ブロック群の略中央部に被処理水の流入管を鉛直に配設した嫌気槽処理装置において、前記流入管は、前記ろ材ブロック群の下部位置で上下2分割可能な2本の管と、前記2本の管のうちの一方の管の端部に形成され、他方の管が差し込まれるガイド管と、前記ガイド管内に前記他方の管が差し込まれた際に、上側に位置する管の重みで前記2本の管の間に圧縮挟持されるシール部材と、から成ることを特徴とする。
【0008】
本発明によれば、分割可能な2本の管のうちの一方の管に設けられたガイド管に、シール部材を介して他方の管を差し込むだけで流入管が組み立てられる。この場合、2本の管のうちの上側に位置する管の重みでシール部材が2本管の間に挟み込まれて2本の管の接合部がシールされるので、流入管を流れる被処理水が接合部から漏れることもない。また、流入管を分割する場合には、他方の管をガイド管から引き抜くだけでよい。
【0009】
【発明の実施の形態】
以下添付図面に従って、本発明に係る嫌気槽処理装置の好ましい実施の形態について詳説する。
【0010】
図1に示すように、嫌気槽10の中央位置には、流入管12が鉛直に支持されている。流入管12の上端部は、図示しない流入水路に連通されており、流入水路から被処理水(不図示)が供給される。流入管12の下端部は、嫌気槽10の下部のホッパ部10Aで開口され、この開口の下方には分散板14が設けられる。したがって、流入管12の下端部から下方に噴きだされた被処理水は、分散板14によって方向転換され、上向流を形成する。上向流で上昇する被処理水は、ろ材ブロック群13を構成する複数のろ材ブロック16、16、…の内部を通過し、嫌気槽10の上部に設けられた樋部18に流出する。樋部18は、嫌気槽10の内壁に形成されており、不図示の送液管を介して図示しない好気槽に連通される。これにより、嫌気槽10内の被処理水の一部が好気槽に戻される。なお、図1の符号20は、ウェアプレートであり、三角形状の突出部が連続して形成されている。被処理水は、このウェアプレート20の突出部の隙間から樋部18に流れる。また、ホッパ部10Aに沈殿した汚泥は、ホッパ部10Aの下端に連通した引き抜き管(不図示)から引き抜かれる。
【0011】
ろ材ブロック16は、略立方体状に形成されており、ろ材受け台22の上に複数段に積まれている。
【0012】
図2は、ろ材ブロック16の構造を示す斜視図である。
【0013】
同図に示すように、ろ材ブロック16は、ステンレス製のL字鋼によって形成された外枠フレーム24、下フレーム26、26、…、及び上フレーム28、28、…を備えている。外枠フレーム24は、略立方体状に形成され、外枠フレーム24の下面に複数本の下フレーム26、26、…が水平に掛けられている。上フレーム28、28、…は、下フレーム26の上方に、且つ下フレーム26と平行に配設される。
【0014】
下フレーム26と上フレーム28の間には、多数本の支柱30、30、…が設けられている。各支柱30は、プラスチックによって円筒状に形成されており、鉛直に配設されている。各支柱30には、複数個の皿状ろ材32、32、…が水平に取り付けられている。
【0015】
皿状ろ材32は、プラスチック等により皿状に形成され、被処理水中の嫌気性微生物は、この皿状ろ材32に支持される。
【0016】
また、皿状ろ材32は、図2に示したように、隣り合う支柱30に支持された皿上ろ材32と高さ方向にずらして配置されるとともに、上面(或いは下面)から見た際に隙間ができないように重ねて配置される。これにより、被処理水が直線的に上昇することが防止され、被処理水が皿状ろ材32に効果的に接触して生物処理される。
【0017】
外枠フレーム24の側面には、嫌気槽10の内部を4つの区画に仕切るための整流板34が取り付けられている。これにより、被処理水が嫌気槽10内の内部を偏って流れることが防止される。
【0018】
次に流入管12について説明する。
【0019】
図3に示すように、流入管12は、ろ材ブロック群13の下部位置において、上部管36と下部管38との2本の管に2分割可能に構成される。上部管36の上部には、該上部管36を、一番上に積まれたろ材ブロック16の外枠フレーム24に支持する第1の支持部材40が設けられる。そして、複数本の第1のボルト41、41…により、第1の支持部材40と外枠フレーム24とを締結する。一方、下部管38の下端部には、該下部管38を、ろ材受け台22に支持する第2の支持部材42が設けられる。そして、複数本の第2のボルト43、43…により、第2の支持部材42とろ材受け台22とを締結する。また、上部管36と下部管38のボルト41、43による締結において、第1のボルト41の外枠フレーム24に対するねじ込み量、第2のボルト43のろ材受け台22に対するねじ込み量を調整することにより、上部管36と下部管38の位置を上下方向に調節可能になっている。
【0020】
また、図4に示すように、下部管38の上端部には、上部管36が差し込まれるための筒状のガイド管44が設けられ、下部管38に溶接39固定される。このガイド管44の先端部は上部管36が差し込まれ易くするためにラッパ管状に拡径されている。更に、ガイド管44内であり下部管38の端部には、グランドパッキン45が設けられる。そして、上部管36と下部管38とを接合して流入管12を形成するには、上部管36を下部管38のガイド管44に差し込む。この場合、、第1のボルト41と第2のボルト43のねじ込み量を調整して、上部管36の重みを下部管38で支えるようにする。これにより、上部管36の重みでグランドパッキン45が上部管36と下部管38との間で圧縮挟持されるので、上部管36と下部管38との接合部が確実にシールされる。また、流入管を分割するには、上部管36をガイド管44から引き抜くだけでよい。この場合、上部管36を上方に移動可能なように、或いは下部管38を下方に移動可能なように、第1のボルト41と第2のボルト43のねじ込み量を調整するとよい。
【0021】
図5は、グランドパッキン45の代わりに、Oリング46を設けたもので、この場合に、上部管36の下端部に、図5に示すように、テーパ36Aを形成すると、シール性を一層良くすることができる。
【0022】
また、図4及び図5に示すように、ガイド管44の周面に長孔48を形成しておくと、ガイド管44をラッパ管状にしても、ラッパ管部分に流入した汚泥等の固形物は長孔48から排出されるようにできる。
【0023】
このように、本発明の嫌気槽処理装置では、分割可能な上部管36と下部管38のうちの下部管38にガイド管を設け、グランドパッキン45、Oリング46等のシール部材を介して上部管を差し込むだけで流入管12が形成されるようにした。これにより、ろ材ブロック16を嫌気槽10に搬入・搬出する際には、上部管36をガイド管44から引き抜くことで流入管12を簡単に分割でき、上部管36を搬入・搬出の邪魔にならないように移動すれば良い。また、搬入・搬出が終了したら、上部管36をガイド管44に差し込むだけで流入管12を組み立てることができる。また、ガイド管44を設けることで、特別な継手治具が不要となり、接合や分割の作業を簡略化できる。従って、作業効率の向上を図ることができる。また、上部管36をろ材ブロック16に固定することで、従来、躯体にアンカー固定していたサポートが不要になる。
【0024】
尚、上記説明では、下部管38にガイド管44とグランドパッキン45又はOリング46等のシール部材を設ける例で説明したが、上部管36の下端部にガイド管44とシール部材を設けるようにしてもよい。
【0025】
【発明の効果】
以上説明したように本発明に係る嫌気槽処理装置によれば、簡単に流入管を分割したり組み立てたりできるので、作業が簡単で時間もかからずに行うことができ、特別な継手治具も必要としない。
【図面の簡単な説明】
【図1】本発明に係る嫌気槽処理装置の嫌気槽の構造を示す斜視図
【図2】ろ材ブロックを示す斜視図
【図3】流入管の組み付け構造を示す側面図
【図4】本発明の流入管の組み立て方法を説明するものでシール部材としてグランドパッキンを使用した場合の断面図
【図5】本発明の流入管の組み立て方法を説明するものでシール部材としてOリングを使用した場合の断面図
【図6】従来の流入管の組み立て方法を説明する斜視図
【図7】従来の流入管の別の組み立て方法を説明する斜視図
【符号の説明】
10…嫌気槽、12…流入管、13…ろ材ブロック群、16…ろ材ブロック、22…ろ材受け台、24…ろ材ブロックの外枠フレーム、36…上部管、36A…テーパ、38…下部管、40…第1の支持部材、41…第1のボルト、42…第2の支持部材、43…第2のボルト、44…ガイド管、45…グランドパッキン、46…Oリング、48…長孔
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an anaerobic tank treatment apparatus, and more particularly, to an anaerobic tank treatment apparatus having an inflow pipe for water to be treated at a substantially central portion of a filter medium block group.
[0002]
[Prior art]
An anaerobic tank treatment apparatus using a fixed biofilm method is a unit of filter medium in which a plurality of columns supporting a large number of filter media (hereinafter referred to as “dish filter media”) are vertically arranged. A plurality of blocks are arranged in the anaerobic tank to form a filter medium block group, and an inflow pipe of water to be treated is vertically disposed at a substantially central portion of the filter medium block group. This filter medium supports anaerobic bacteria. And the to-be-processed water which flowed in the anaerobic tank from the inflow pipe flows in the anaerobic tank in an upward flow, and is biologically treated by the anaerobic bacteria supported by the filter medium.
[0003]
When constructing this filter medium block group or when replacing a new filter medium block, the inflow pipe can be divided so that the inflow pipe located at the approximate center of the filter medium block group does not interfere with the loading and unloading of the filter medium block. It is necessary to have a simple structure.
[0004]
As shown in FIG. 5, the conventional inflow pipe has a pair of joint jigs 3 with a pair of rubber packings 2, 2 between end portions of the short pipes 1 having a length substantially corresponding to the height of the filter medium block. 3, and the joint jig 3 is fixed with bolts (not shown) so that the joint jig 3 can be divided. Further, as shown in FIG. 6, the short pipes 1 having the male threads 4 formed at the end portions thereof are screwed together with a ring-shaped joint jig 6 in which the female threads 5 are engraved, so that the structure can be divided. It was.
[0005]
[Problems to be solved by the invention]
However, the conventional inflow pipe having a splittable structure has a drawback that many joint jigs 3 and 6 are required to connect the short pipes 1 to each other. In addition, the work of joining the short pipes 1 to each other to assemble the inflow pipe or to divide the inflow pipe is troublesome and takes time, and there is a disadvantage that a special joint jig 3 or 6 is required. .
[0006]
The present invention has been made in view of such circumstances, and since the inflow pipe can be easily divided and assembled, it is easy to work and takes less time, and requires a special joint jig. An object of the present invention is to provide an anaerobic tank treatment apparatus that does not.
[0007]
[Means for solving the problems]
In order to achieve the above-mentioned object, the present invention forms a filter medium block group by arranging a plurality of one unit of a filter medium block formed by vertically arranging a plurality of columns supporting a plurality of filter media in an anaerobic tank. In the anaerobic tank treatment apparatus in which an inflow pipe of water to be treated is vertically arranged at a substantially central portion of the filter medium block group, the inflow pipe is divided into two pipes that can be divided into two vertically at the lower position of the filter medium block group. And a guide tube formed at an end of one of the two tubes and into which the other tube is inserted, and a tube positioned on the upper side when the other tube is inserted into the guide tube. And a seal member that is compressed and sandwiched between the two tubes with a weight of.
[0008]
According to the present invention, the inflow pipe is assembled simply by inserting the other pipe through the seal member into the guide pipe provided in one of the two pipes that can be divided. In this case, since the sealing member is sandwiched between the two pipes by the weight of the pipe located on the upper side of the two pipes and the joint portion of the two pipes is sealed, the water to be treated flowing through the inflow pipe Does not leak from the joint. Further, when the inflow pipe is divided, it is only necessary to pull out the other pipe from the guide pipe.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, preferred embodiments of an anaerobic tank treatment apparatus according to the present invention will be described in detail with reference to the accompanying drawings.
[0010]
As shown in FIG. 1, an inflow pipe 12 is vertically supported at the center position of the anaerobic tank 10. The upper end portion of the inflow pipe 12 communicates with an inflow water channel (not shown), and treated water (not shown) is supplied from the inflow water channel. A lower end portion of the inflow pipe 12 is opened by a hopper portion 10A at the lower portion of the anaerobic tank 10, and a dispersion plate 14 is provided below the opening. Therefore, the water to be treated spouted downward from the lower end of the inflow pipe 12 is redirected by the dispersion plate 14 to form an upward flow. The to-be-treated water rising by the upward flow passes through the plurality of filter medium blocks 16, 16,... Constituting the filter medium block group 13, and flows out to the flange 18 provided at the upper part of the anaerobic tank 10. The collar 18 is formed on the inner wall of the anaerobic tank 10 and communicates with an aerobic tank (not shown) via a liquid feeding pipe (not shown). Thereby, a part of to-be-processed water in the anaerobic tank 10 is returned to an aerobic tank. In addition, the code | symbol 20 of FIG. 1 is a wear plate, and the triangular-shaped protrusion part is formed continuously. The water to be treated flows from the gap between the protrusions of the wear plate 20 to the flange 18. Moreover, the sludge settled on the hopper portion 10A is drawn out from a drawing pipe (not shown) communicating with the lower end of the hopper portion 10A.
[0011]
The filter medium block 16 is formed in a substantially cubic shape, and is stacked in a plurality of stages on the filter medium receiving base 22.
[0012]
FIG. 2 is a perspective view showing the structure of the filter medium block 16.
[0013]
As shown in the figure, the filter medium block 16 includes an outer frame frame 24, lower frames 26, 26,..., And upper frames 28, 28,. The outer frame frame 24 is formed in a substantially cubic shape, and a plurality of lower frames 26, 26,. The upper frames 28, 28,... Are disposed above the lower frame 26 and parallel to the lower frame 26.
[0014]
.. Are provided between the lower frame 26 and the upper frame 28. Each support column 30 is formed in a cylindrical shape by plastic and is arranged vertically. A plurality of dish-shaped filter media 32, 32,... Are horizontally attached to each column 30.
[0015]
The dish-shaped filter medium 32 is formed in a dish shape from plastic or the like, and anaerobic microorganisms in the water to be treated are supported by the dish-shaped filter medium 32.
[0016]
Further, as shown in FIG. 2, the dish-shaped filter medium 32 is arranged so as to be shifted in the height direction from the dish-top filter medium 32 supported by the adjacent support columns 30, and when viewed from the upper surface (or the lower surface). Arranged so that there is no gap. As a result, the water to be treated is prevented from rising linearly, and the water to be treated effectively contacts the dish-shaped filter medium 32 and is biologically treated.
[0017]
A rectifying plate 34 for partitioning the inside of the anaerobic tank 10 into four sections is attached to the side surface of the outer frame frame 24. Thereby, the to-be-processed water is prevented from flowing unevenly inside the anaerobic tank 10.
[0018]
Next, the inflow pipe 12 will be described.
[0019]
As shown in FIG. 3, the inflow pipe 12 is configured to be divided into two pipes of an upper pipe 36 and a lower pipe 38 at a lower position of the filter medium block group 13. A first support member 40 that supports the upper tube 36 on the outer frame 24 of the filter medium block 16 stacked on the top is provided on the upper portion of the upper tube 36. Then, the first support member 40 and the outer frame frame 24 are fastened by a plurality of first bolts 41, 41. On the other hand, a second support member 42 that supports the lower pipe 38 to the filter medium cradle 22 is provided at the lower end of the lower pipe 38. Then, the second support member 42 and the filter medium receiving base 22 are fastened by a plurality of second bolts 43, 43. Further, when the upper pipe 36 and the lower pipe 38 are fastened by the bolts 41 and 43, by adjusting the screwing amount of the first bolt 41 with respect to the outer frame 24 and the screwing amount of the second bolt 43 with respect to the filter medium base 22. The positions of the upper tube 36 and the lower tube 38 can be adjusted in the vertical direction.
[0020]
As shown in FIG. 4, a cylindrical guide tube 44 into which the upper tube 36 is inserted is provided at the upper end of the lower tube 38, and is welded 39 to the lower tube 38. The distal end of the guide tube 44 is expanded in a trumpet shape so that the upper tube 36 can be easily inserted. Further, a gland packing 45 is provided in the guide tube 44 and at the end of the lower tube 38. In order to join the upper pipe 36 and the lower pipe 38 to form the inflow pipe 12, the upper pipe 36 is inserted into the guide pipe 44 of the lower pipe 38. In this case, the screwing amount of the first bolt 41 and the second bolt 43 is adjusted so that the weight of the upper tube 36 is supported by the lower tube 38. As a result, the gland packing 45 is compressed and sandwiched between the upper tube 36 and the lower tube 38 by the weight of the upper tube 36, so that the joint between the upper tube 36 and the lower tube 38 is reliably sealed. Further, in order to divide the inflow pipe, it is only necessary to pull out the upper pipe 36 from the guide pipe 44. In this case, the screwing amounts of the first bolt 41 and the second bolt 43 may be adjusted so that the upper tube 36 can be moved upward or the lower tube 38 can be moved downward.
[0021]
In FIG. 5, an O-ring 46 is provided instead of the gland packing 45. In this case, if a taper 36A is formed at the lower end of the upper tube 36 as shown in FIG. can do.
[0022]
4 and 5, if a long hole 48 is formed in the peripheral surface of the guide tube 44, the solid matter such as sludge that has flowed into the trumpet tube portion even if the guide tube 44 has a trumpet shape. Can be discharged from the slot 48.
[0023]
As described above, in the anaerobic tank processing apparatus of the present invention, the guide pipe is provided in the lower pipe 38 among the upper pipe 36 and the lower pipe 38 that can be divided, and the upper part is interposed via the sealing member such as the gland packing 45 and the O-ring 46. The inflow pipe 12 was formed simply by inserting the pipe. As a result, when the filter medium block 16 is carried into and out of the anaerobic tank 10, the inflow pipe 12 can be easily divided by pulling out the upper pipe 36 from the guide pipe 44, so that the upper pipe 36 does not interfere with carrying in and out. Just move. Further, when the carry-in / carry-out is completed, the inflow pipe 12 can be assembled simply by inserting the upper pipe 36 into the guide pipe 44. Further, by providing the guide tube 44, a special joint jig is not required, and the joining and dividing operations can be simplified. Therefore, the work efficiency can be improved. Further, by fixing the upper tube 36 to the filter medium block 16, a support that has been conventionally anchored to the housing is not required.
[0024]
In the above description, the guide tube 44 and the seal member such as the gland packing 45 or the O-ring 46 are provided in the lower tube 38. However, the guide tube 44 and the seal member are provided at the lower end portion of the upper tube 36. May be.
[0025]
【The invention's effect】
As described above, according to the anaerobic tank processing apparatus according to the present invention, the inflow pipe can be easily divided and assembled, so that the work can be performed easily and without taking time. It is not necessary.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a structure of an anaerobic tank of an anaerobic tank treatment apparatus according to the present invention. FIG. 2 is a perspective view showing a filter medium block. FIG. 3 is a side view showing an assembly structure of an inflow pipe. FIG. 5 is a cross-sectional view of a case where a gland packing is used as a sealing member for explaining the method of assembling the inflow pipe of FIG. FIG. 6 is a perspective view for explaining a conventional method for assembling an inflow pipe. FIG. 7 is a perspective view for explaining another method for assembling a conventional inflow pipe.
DESCRIPTION OF SYMBOLS 10 ... Anaerobic tank, 12 ... Inflow pipe, 13 ... Filter medium block group, 16 ... Filter medium block, 22 ... Filter medium stand, 24 ... Outer frame frame of filter medium block, 36 ... Upper pipe, 36A ... Taper, 38 ... Lower pipe, DESCRIPTION OF SYMBOLS 40 ... 1st support member, 41 ... 1st volt | bolt, 42 ... 2nd support member, 43 ... 2nd volt | bolt, 44 ... Guide pipe, 45 ... Gland packing, 46 ... O-ring, 48 ... Long hole

Claims (1)

多数のろ材を支持する複数の支柱を鉛直に配設して成る一単位のろ材ブロックを嫌気槽内に複数配置してろ材ブロック群を形成すると共に、前記ろ材ブロック群の略中央部に被処理水の流入管を鉛直に配設した嫌気槽処理装置において、
前記流入管は、
前記ろ材ブロック群の下部位置で上下2分割可能な2本の管と、
前記2本の管のうちの一方の管の端部に形成され、他方の管が差し込まれるガイド管と、
前記ガイド管内に前記他方の管が差し込まれた際に、上側に位置する管の重みで前記2本の管の間に圧縮挟持されるシール部材と、
から成ることを特徴とする嫌気槽処理装置。
A filter medium block group is formed by arranging a plurality of filter medium blocks each having a plurality of support columns supporting a large number of filter mediums vertically in an anaerobic tank, and the center of the filter medium block group is treated. In the anaerobic tank treatment device in which the water inflow pipe is arranged vertically,
The inflow pipe is
Two pipes that can be divided into two vertically at the lower position of the filter media block group,
A guide tube formed at the end of one of the two tubes and into which the other tube is inserted;
A seal member that is compressed and sandwiched between the two tubes with the weight of the tube located on the upper side when the other tube is inserted into the guide tube;
An anaerobic tank treatment device comprising:
JP2001061105A 2001-03-06 2001-03-06 Anaerobic tank treatment equipment Expired - Fee Related JP4337022B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001061105A JP4337022B2 (en) 2001-03-06 2001-03-06 Anaerobic tank treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001061105A JP4337022B2 (en) 2001-03-06 2001-03-06 Anaerobic tank treatment equipment

Publications (2)

Publication Number Publication Date
JP2002263682A JP2002263682A (en) 2002-09-17
JP4337022B2 true JP4337022B2 (en) 2009-09-30

Family

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