JPH10151500A - Sewage purifying tank - Google Patents

Sewage purifying tank

Info

Publication number
JPH10151500A
JPH10151500A JP31526596A JP31526596A JPH10151500A JP H10151500 A JPH10151500 A JP H10151500A JP 31526596 A JP31526596 A JP 31526596A JP 31526596 A JP31526596 A JP 31526596A JP H10151500 A JPH10151500 A JP H10151500A
Authority
JP
Japan
Prior art keywords
sewage
filter medium
sludge
tank body
support
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.)
Pending
Application number
JP31526596A
Other languages
Japanese (ja)
Inventor
Yoshinori Fukada
義徳 深田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP31526596A priority Critical patent/JPH10151500A/en
Publication of JPH10151500A publication Critical patent/JPH10151500A/en
Pending legal-status Critical Current

Links

Classifications

    • 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

Landscapes

  • Treatment Of Sludge (AREA)
  • Filtration Of Liquid (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

PROBLEM TO BE SOLVED: To efficiently carry out wastewater treatment within a short time and lessen the volume of the tank main body by installing filter media in the upper side of a supporting body made of a porous plate and installed in the middle part in the vertical direction of the tank main body and forming a wastewater introducing chamber in the lower side. SOLUTION: Wastewater led to a wastewater introducing chamber L from a flow inlet 5 is purified while being passed through a filter medium 4 comprising pebble 4A in the lower layer, sand 4B in the middle layer, and activated carbon C in the upper layer from the lower side to the upper side and becoming purified water, the resultant water is discharged out of a flow outlet 7. At that time, the sludge M in the wastewater is inhibited from ascending by the filter medium 4 and reliably separated within a short time. In this way, by introducing wastewater into the filter medium 4 from the lower side to the upper side, the sludge M is precipitated in the bottom of a tank and the filter medium 4 is hardly clogged and the lower part of the filter medium 4 to which the sludge is easy to adhere is washed by flowing water and self-cleaning function can be expected and moreover, since the filter medium 4 and the supporting body 2 are positioned above the bottom of the tank, the sludge M can be easily taken out.

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、ヘドロ等の汚泥を
含む汚水の浄化槽に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a purification tank for sewage containing sludge such as sludge.

【0002】[0002]

【従来の技術】一般に、水路や水処理設備等の土木工事
はもとより、建物や構築物の基礎工事において、ヘドロ
や泥水等の汚泥を含む汚水は、汚泥を除去して環境を悪
化させない状態にして放流されている。従来、汚泥を沈
降分離させて上澄水を放流する浄化槽が採用されてい
る。この浄化槽は、槽本体内を左右に区画しかつ下部を
流通可能とした仕切板を設け、槽本体の一方の区画室上
部から汚水を流入させ、他方の区画室上部から上澄水を
流出させて放流するようになっている。
2. Description of the Related Art In general, not only civil works such as waterways and water treatment facilities, but also foundation works of buildings and structures, sludge containing sludge such as sludge and muddy water is removed by removing sludge so as not to deteriorate the environment. Has been released. Conventionally, a septic tank that sediments and separates sludge and discharges supernatant water has been employed. This septic tank is provided with a partition plate which divides the inside of the tank body into right and left and allows the lower part to be circulated, allows sewage to flow in from one compartment upper part of the tank body, and allows supernatant water to flow out from the other compartment upper part. It is designed to be released.

【0003】[0003]

【発明が解決しようとする課題】ところで、上記従来技
術では、汚泥を沈降分離させるのに相当多くの時間を要
し、汚水の量が多いときは、汚泥を沈降分離させること
なく放流してしまうことがあり、相当大きな容積の槽を
必要とする。特に、ヘドロ等の汚泥の場合は、上側から
下側へ汚水を流す濾材はすぐに目詰まりを生じるために
使用し難く、また長い沈降時間を要するので、汚水を十
分に浄化できないという問題がある。
In the above-mentioned prior art, however, it takes a considerable amount of time to settle and separate the sludge, and when the amount of the sewage is large, the sludge is discharged without being settled and separated. May require a considerably large volume tank. In particular, in the case of sludge such as sludge, there is a problem that the filter medium for flowing the sewage from the upper side to the lower side is difficult to use because it causes clogging immediately and requires a long settling time, so that the sewage cannot be sufficiently purified. .

【0004】本発明は、上述のような実情に鑑みてなさ
れたもので、その目的とするところは、濾材に下側から
上側に汚水を流し、濾材の使用を可能にして汚水の浄化
を効率的にかつ確実にし、しかも短時間で行なうことが
でき、槽本体の容積を比較的小さくできると共に、濾材
の洗浄再生或いは交換が容易な汚水浄化槽を提供するに
ある。
The present invention has been made in view of the above-mentioned circumstances, and an object of the present invention is to flow sewage from the lower side to the upper side of a filter medium, thereby enabling the use of the filter medium to improve the efficiency of sewage purification. It is an object of the present invention to provide a sewage purifying tank which can be carried out in a timely and reliable manner, can be performed in a short time, the volume of the tank body can be made relatively small, and the washing and regeneration or replacement of the filter medium is easy.

【0005】[0005]

【課題を解決するための手段】本発明では、上記課題を
解決するために、次の技術的手段を講じた。即ち、本発
明は、槽本体内の上下方向中間部に多孔板等からなる通
水可能な支持体を設け、この支持体の上側に濾材を配設
しかつ下側に汚水導入室を形成し、槽本体の下部に前記
汚水導入室に汚水を導く流入口を、槽本体の上部に浄水
流出口をそれぞれ設けたことを特徴としている(請求項
1)。
According to the present invention, the following technical measures have been taken to solve the above-mentioned problems. That is, the present invention provides a water-permeable support made of a perforated plate or the like at an intermediate portion in the vertical direction in the tank body, arranges a filter medium on the upper side of the support, and forms a sewage introduction chamber on the lower side. An inlet for guiding sewage to the sewage introduction chamber is provided at a lower portion of the tank body, and a purified water outlet is provided at an upper portion of the tank body (claim 1).

【0006】この場合、槽本体内の汚水導入室に流入し
た汚水は、濾材の下から上方に流れて濾過され、汚泥が
分離された浄水となって上澄し、流出口から放出され
る。したがって、濾材の目詰まりが少なく、汚水は短時
間で確実にそして効率的に浄化され、槽本体の容積を大
きくしなくても多量の汚水を処理できる。また、本発明
は、槽本体内の上下方向中間部に多孔板等からなる通水
可能な支持体を設け、この支持体の上側に濾材を配設し
かつ下側に汚水導入室を形成し、槽本体の下部に前記汚
水導入室に汚水を導く流入口を設け、槽本体の上部に浄
水流出口を設け、前記槽本体の汚水流入口の前段に汚水
導入室と連通する上方開放状汚水受入れ室を設けたこと
を特徴としている(請求項2)。
[0006] In this case, the sewage flowing into the sewage introduction chamber in the tank body flows upward from below the filter medium, is filtered, sludge is separated water, is purified, and is discharged from the outlet. Therefore, clogging of the filter medium is small, sewage is reliably and efficiently purified in a short time, and a large amount of sewage can be treated without increasing the volume of the tank body. In addition, the present invention provides a water-permeable support made of a perforated plate or the like at an intermediate portion in the vertical direction in the tank body, arranges a filter medium on the upper side of the support, and forms a sewage introduction chamber on the lower side. An inflow port for guiding sewage to the sewage introduction chamber at a lower portion of the tank body, a purified water outlet at an upper portion of the tub body, and an upwardly open sewage communicating with the sewage introduction chamber in front of the sewage inlet of the tank body. A receiving room is provided (claim 2).

【0007】この場合、汚水は流入口の前段の汚水受入
れ室に受入れられ、水頭により流入口から槽本体内の濾
材下側の汚水導入室に静かに流入し、多くの汚泥が汚水
受入れ室に沈降分離して取り出し可能となり、濾材の目
詰りがより少なく、しかも濾過性能を長期間保持でき、
濾材の洗浄頻度を少なくすることができる。そして、本
発明は、槽本体の底板を汚水導入室より汚水受入れ室側
が低くなるように傾斜させ、汚水流入口を開閉するゲー
トを設け、汚水受入れ室の側壁又は底板に汚泥排出口を
設けているので、槽本体内への汚水の流入速度をゲート
の開閉により調整でき、汚泥を汚水受入れ室側底に集め
易く、汚泥の取り出しをより容易に行なうことが可能で
ある(請求項3)。
[0007] In this case, the sewage is received in the sewage receiving chamber in front of the inflow port, and gently flows from the inflow port into the sewage introduction chamber below the filter medium in the tank body by the head, and a large amount of sludge flows into the sewage receiving chamber. It can be removed by settling and separation, and the clogging of the filter medium is less, and the filtration performance can be maintained for a long time.
The frequency of washing the filter medium can be reduced. And the present invention inclines the bottom plate of the tank body so that the sewage receiving chamber side is lower than the sewage introduction chamber, provides a gate for opening and closing the sewage inflow port, and provides a sludge discharge port on the side wall or the bottom plate of the sewage receiving chamber. Therefore, the inflow speed of the sewage into the tank body can be adjusted by opening and closing the gate, the sludge can be easily collected at the bottom of the sewage receiving chamber, and the sludge can be more easily taken out (claim 3).

【0008】また、本発明は、前記濾材が砂利と砂及び
/又は活性炭の複数種からなっているので、汚水の浄化
を円滑に行なうことができ、濾材の洗浄再生が容易であ
る(請求項4)。そして、本発明は、前記支持体が、そ
の少なくとも底を多孔板、金網等で構成した濾材を収容
できる箱形とされ、濾材と共に槽本体内から出し入れ可
能となっているので、濾材を交換したり、洗浄再生する
のが容易で、槽本体底の清掃を簡単にかつ能率的に行な
うことができる(請求項5)。
Further, according to the present invention, since the filter medium is composed of a plurality of kinds of gravel, sand and / or activated carbon, sewage can be smoothly purified and the filter medium can be easily washed and regenerated. 4). Further, according to the present invention, the support is formed in a box shape capable of accommodating a filter medium having at least a bottom made of a perforated plate, a wire mesh, etc., and can be taken in and out together with the filter medium. In addition, cleaning and regeneration are easy, and the bottom of the tank body can be easily and efficiently cleaned (claim 5).

【0009】さらに、本発明は、前記支持体が各種濾材
を各別に収容できる箱形とされているので、各種濾材の
混合をなくして濾過機能を保持できると共に、濾材の交
換、洗浄再生が容易で、しかも濾材の交換頻度を少なく
することができ、保守管理上有利である(請求項6)。
Further, according to the present invention, since the support is formed in a box shape capable of accommodating various filter media separately, it is possible to maintain the filtration function without mixing various filter media, and it is easy to replace the filter media and to easily clean and regenerate the filter media. In addition, the frequency of replacing the filter medium can be reduced, which is advantageous in terms of maintenance management.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づき説明する。図1は、本発明の第一の実施形態を
示し、槽本体1は上部開放の直方箱形で、その内部の上
下方向中間部に多孔板からなる支持体2が支持ブラケッ
ト3を介して着脱可能に設けられ、支持体2上に濾材4
が載置され、その下側が汚水導入室Lとなっている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a first embodiment of the present invention, in which a tank body 1 is a rectangular box with an open top, and a support 2 made of a perforated plate is attached and detached via a support bracket 3 at an intermediate portion in the vertical direction inside the tank body 1. Filter medium 4 on the support 2
Is mounted, and the lower side is a sewage introduction chamber L.

【0011】そして、槽本体1の下部側壁には、汚水導
入室Lと連通した汚水流入口5及び汚泥排出口6が設け
られ、汚水が濾材4の下側即ち汚水導入室Lに導びかれ
ると共に、槽底に堆積したヘドロ等の汚泥Mが汚水導入
室Lから排出されるようになっている。前記汚水流入口
5には開閉弁8を介して入口管9が接続され、汚泥排出
口6には開閉弁13を介して汚泥排出管12が接続され
ている。前記入口管9及び汚泥排出管12は、それぞれ
ポンプ等を介して強制的に汚水の流入、汚泥の排出をで
きるようにしてもよい。
On the lower side wall of the tank body 1, a sewage inflow port 5 and a sludge discharge port 6 communicating with the sewage introduction chamber L are provided, and the sewage is guided to the lower side of the filter medium 4, that is, the sewage introduction chamber L. At the same time, sludge M such as sludge deposited on the tank bottom is discharged from the sewage introduction chamber L. An inlet pipe 9 is connected to the sewage inflow port 5 via an on-off valve 8, and a sludge discharge pipe 12 is connected to the sludge discharge port 6 via an on-off valve 13. The inlet pipe 9 and the sludge discharge pipe 12 may be configured to be capable of forcibly inflowing and discharging sludge through a pump or the like.

【0012】また、槽本体1の上部側壁には、上澄水を
放流する浄水流出口7が設けられており、前記濾材4
は、下層の砂利4Aと、中間槽の砂4Bと、上層の活性
炭4C等から成っている。上記実施形態において、前記
流入口5から汚水導入室L内に導びかれた汚水は、濾材
4を下側から上側へ通過して上澄水即ち浄水となって、
前記流出口7から放流される。汚水中の汚泥Mは、濾材
4によりその上昇が阻まれ、沈降して槽底上に堆積す
る。したがって、汚水中の汚泥は、短時間にかつ確実に
分離され、効率的な浄水が行なわれ、比較的多量汚水を
浄化することができる。
The upper side wall of the tank body 1 is provided with a purified water outlet 7 for discharging supernatant water.
Is composed of a lower layer gravel 4A, an intermediate tank sand 4B, an upper layer activated carbon 4C, and the like. In the above embodiment, the sewage guided from the inflow port 5 into the sewage introduction chamber L passes through the filter medium 4 from the lower side to the upper side, and becomes supernatant water, that is, purified water.
It is discharged from the outlet 7. The sludge M in the sewage is prevented from rising by the filter medium 4, settles, and accumulates on the tank bottom. Therefore, the sludge in the sewage is separated in a short time and surely, the water is efficiently purified, and a relatively large amount of sewage can be purified.

【0013】そして、濾材4の目詰まりが生じたとき
は、濾材4を槽本体1外に取り出し、交換するか洗浄再
生する。槽底上に堆積した汚泥は開閉弁13を開放して
汚泥排出管12から取り出す。槽底内を清掃する場合
は、濾材4及び支持体2を取り出して行なう。前述のよ
うに、濾材4に対して汚水を下側から流入させると、上
側から流入させる場合に比して、汚泥が槽底内に沈下す
るので濾材4の目詰まりがし難く、汚泥が付着し易い濾
材4下部は流水に洗われて自己清掃作用が期待でき、し
かも濾材4及び支持体2が槽底より上方に位置してその
取り出しが容易である。
When the filter medium 4 is clogged, the filter medium 4 is taken out of the tank body 1 and replaced or washed and regenerated. Sludge deposited on the tank bottom is taken out of the sludge discharge pipe 12 by opening the on-off valve 13. When cleaning the inside of the tank bottom, the filter medium 4 and the support 2 are taken out. As described above, when the sewage flows into the filter medium 4 from the lower side, the sludge sinks to the bottom of the tank as compared with the case where the sewage flows from the upper side. The lower part of the filter medium 4 which is easy to wash is washed with running water, so that a self-cleaning effect can be expected. Further, the filter medium 4 and the support 2 are located above the bottom of the tank, so that their removal is easy.

【0014】図2、図3は、本発明の第二の実施形態を
示し、第一実施形態と異なるところは、支持体2が濾材
4の砂利4A、砂4B、活性炭4Cを個別に収容できる
上部開放の箱形支持体2A,2B,2Cにより構成され
ている点であり、濾材層を明確に区分して濾過性能の保
持を図ることができ、各濾材4A,4B,4Cが混ざら
ないので、洗浄再生や保全管理がし易くなるほか、洗浄
再生時或いは交換時の取扱いが容易である点で、第一実
施形態に勝っている。
FIGS. 2 and 3 show a second embodiment of the present invention. The difference from the first embodiment is that the support 2 can individually accommodate the gravel 4A, sand 4B and activated carbon 4C of the filter medium 4. This is constituted by the box-shaped supports 2A, 2B, 2C which are open at the top, so that the filter media layers can be clearly separated to maintain the filtration performance, and the respective filter media 4A, 4B, 4C are not mixed. The first embodiment is superior to the first embodiment in that cleaning and regeneration and maintenance management are easy, and handling during cleaning and regeneration or replacement is easy.

【0015】なお、各箱型支持体2A,2B,2Cの底
板2Dは、多孔板、或いは金網と格子状補強材14(図
3参照)からなり、側板2E又は補強材14の適所に
は、吊り金具を固着するか吊フックを掛けうる孔を設け
てあり、出し入れをし易くしかつ十分な強度が得られる
ようになっている。図4は、本発明の第三の実施形態の
要部を示し、第二実施形態と異なるところは、1つの箱
形支持体2に、3種の濾材4A,4B,4Cを層状に入
れた点であり、濾材4の取扱いが第一実施形態よりも勝
っている。
The bottom plate 2D of each of the box-shaped supports 2A, 2B, 2C is made of a perforated plate or a wire mesh and a grid-like reinforcing member 14 (see FIG. 3). A hole is provided for attaching a hanging bracket or hooking a hanging hook, so that it can be easily taken in and out, and sufficient strength can be obtained. FIG. 4 shows a main part of a third embodiment of the present invention, which is different from the second embodiment in that three types of filter media 4A, 4B, and 4C are put in one box-shaped support 2 in layers. That is, the handling of the filter medium 4 is superior to that of the first embodiment.

【0016】なお、前記支持体2の側壁2E内側に吊金
具15が固着されている。本発明の上記各実施形態で
は、濾材4として砂利4A、砂4B、活性炭4Cを使用
しているが、活性炭4Cを省略でき、また、活性炭4C
に代えて他の濾材例えば繊維体(不織布など)を採用す
ることができ、さらには、他の公知の濾材を採用するこ
とができる。
A hanging member 15 is fixed inside the side wall 2E of the support 2. In each of the above embodiments of the present invention, the gravel 4A, the sand 4B, and the activated carbon 4C are used as the filter medium 4. However, the activated carbon 4C can be omitted.
Alternatively, another filter medium, for example, a fibrous body (such as a nonwoven fabric) can be employed, and further, other known filter media can be employed.

【0017】図5は、本発明の第四の実施形態を示し、
前記実施形態と異なるところは、槽本体1の汚水流入口
5の前段に汚水導入室Lと連通する上方開放状汚水受入
れ室16を設け、槽底1Aを汚水受入れ室16側が低く
なるように傾斜させ、槽本体1の側壁1Bに設けた流入
口5を大きく(例えば槽本体1全幅と同じ大きさ)し、
前記受入れ室16側に上下摺動自在なゲート17を設け
て流入口5の開閉を可能とした点である。
FIG. 5 shows a fourth embodiment of the present invention.
What is different from the above-described embodiment is that an upwardly open sewage receiving chamber 16 communicating with the sewage introduction chamber L is provided upstream of the sewage inlet 5 of the tank body 1, and the tank bottom 1A is inclined such that the sewage receiving chamber 16 side is lowered. Then, the inflow port 5 provided in the side wall 1B of the tank body 1 is enlarged (for example, the same size as the entire width of the tank body 1),
A gate 17 which can slide up and down is provided on the side of the receiving chamber 16 so that the inlet 5 can be opened and closed.

【0018】なお、前記流入口5は汚水導入室Lから汚
泥を取り出すための汚泥排出口を兼ねているが、汚水受
入れ室16から汚泥を取り出すために、その側壁16A
下部(又は底板)に汚泥排出口6を設けて、開閉弁13
を介して汚泥排出管12から取り出すようにもよい。濾
材4は砂利4Aと砂4Bを採用しているが、活性炭その
他の濾材を追加できる。
The inflow port 5 also serves as a sludge discharge port for taking out sludge from the sewage introduction chamber L.
A sludge discharge port 6 is provided at a lower portion (or a bottom plate), and an on-off valve 13 is provided.
Alternatively, the sludge may be taken out from the sludge discharge pipe 12. Although the filter medium 4 employs the gravel 4A and the sand 4B, activated carbon or another filter medium can be added.

【0019】第四の実施形態によれば、汚水は汚水受入
れ室16に流入されて流入時の濁流が静められ、流入口
5から水頭により槽本体1内の濾材4下方の汚水導入室
Lに静かに流入し、汚泥の大半が沈降してその浮上が抑
制され、濾材4を下側から上側へ通って浄水流出口7か
ら流出される。この場合、水に随伴されて上昇する汚泥
の量が少なくなり、濾材4によって捕捉される汚泥量が
減少するので、濾材4の濾過機能が長期間にわたって保
持される。したがって、汚水の濾過効率が高まり、しか
も、濾材4の洗浄或いは交換頻度が少なくなり、保持管
理が容易に、かつ汚水の浄化を確実に行なうことができ
る。
According to the fourth embodiment, the sewage flows into the sewage receiving chamber 16 to calm the turbid flow at the time of inflow, and from the inflow port 5 to the sewage introduction chamber L below the filter medium 4 in the tank body 1 by the head. The sludge flows in gently, most of the sludge sinks and its floating is suppressed, and the sludge flows out from the purified water outlet 7 through the filter medium 4 from the lower side to the upper side. In this case, the amount of sludge that rises with the water decreases, and the amount of sludge captured by the filter medium 4 decreases, so that the filtering function of the filter medium 4 is maintained for a long time. Therefore, the filtration efficiency of the sewage is increased, and the frequency of washing or replacement of the filter medium 4 is reduced, so that the maintenance and management can be performed easily and the sewage can be reliably purified.

【0020】そして、前記流入口5に設けたゲート17
を上下動させ、汚水の槽本体1内下部への流入速度を調
整できる。また、汚泥Mは、槽本体底1Aを汚水導入室
Lから汚水受入れ室16底へと移動・集積され、そして
汚水受入れ室16が上方開放状であるので、汚水受入れ
室16から汚泥Mを掬い出すことができ、排出除去が容
易となる。
The gate 17 provided at the inflow port 5
Can be moved up and down to adjust the speed of inflow of sewage into the lower portion of the tank body 1. Further, the sludge M moves and accumulates on the bottom 1A of the tank body from the sewage introduction chamber L to the bottom of the sewage receiving chamber 16 and since the sewage receiving chamber 16 is open upward, the sludge M is scooped from the sewage receiving chamber 16. Discharge and discharge and removal are facilitated.

【0021】なお、本発明は前記実施の形態に限定され
るものではなく、種々変形することができる。例えば、
第四実施形態において、第二実施形態のように、各種濾
材4A,4B毎に支持体2A,2Bを採用したり、槽本
体1を長方体形のほか円筒形等の任意の形状としたり、
槽本体1に上部を閉鎖する蓋を設けたり、槽本体1を複
数配置して、前処理側の槽本体1の浄水流出口7を後処
理側の槽本体1の汚水流入口5に接続して、汚水を多段
浄化できるようにしたりしてもよい。
The present invention is not limited to the above embodiment, but can be variously modified. For example,
In the fourth embodiment, as in the second embodiment, the supports 2A and 2B are used for each of the various filter media 4A and 4B, or the tank main body 1 has an arbitrary shape such as a cylindrical shape in addition to a rectangular shape.
A lid for closing the upper portion is provided on the tank body 1 or a plurality of tank bodies 1 are arranged, and the purified water outlet 7 of the tank body 1 on the pretreatment side is connected to the sewage inlet 5 of the tank body 1 on the post-treatment side. Thus, sewage may be purified in multiple stages.

【0022】[0022]

【発明の効果】本発明は、上述のように、槽本体内の上
下方向中間部に多孔板等からなる通水可能な支持体を設
け、この支持体の上側に濾材を配設しかつ下側に汚水導
入室を形成し、槽本体の下部に前記汚水導入室に汚水を
導く流入口を、槽本体の上部に浄水流出口をそれぞれ設
けたことを特徴とするものであるから、濾材の目詰まり
が少なくでき、汚水の浄化を短時間でかつ確実にしかも
効率的に行なうことができ、槽本体の容積を比較的小さ
くできる。
According to the present invention, as described above, a water-permeable support made of a perforated plate or the like is provided at the middle part in the vertical direction in the tank body, and a filter medium is provided above the support and A sewage introduction chamber is formed on the side, and an inlet for guiding sewage to the sewage introduction chamber is provided at a lower portion of the tank body, and a purified water outlet is provided at an upper portion of the tank body. Clogging can be reduced, sewage purification can be performed in a short time, reliably and efficiently, and the volume of the tank body can be made relatively small.

【0023】また、槽本体内の上下方向中間部に多孔板
等からなる通水可能な支持体を設け、この支持体の上側
に濾材を配設しかつ下側に汚水導入室を形成し、槽本体
の下部に前記汚水導入室に汚水を導く流入口を設け、槽
本体の上部に浄水流出口を設け、前記槽本体の汚水流入
口の前段に汚水導入室と連通する上方開放状汚水受入れ
室を設けているので、汚水は前記流入口から水頭により
槽本体内の濾材下側に静かに流入させて、多くの汚泥を
汚水受入れ室に沈降分離させて取り出すことができ、濾
材の目詰りがより少なく、しかも濾過性能を長期間保持
でき、濾材の洗浄頻度或いは交換を少なくすることが可
能である。
Further, a water-permeable support made of a perforated plate or the like is provided at an intermediate portion in the vertical direction in the tank body, a filter medium is provided above the support, and a sewage introduction chamber is formed below the support. An inflow port for guiding sewage to the sewage introduction chamber is provided at a lower portion of the tub body, a purified water outlet is provided at an upper portion of the tub body, and an upwardly open sewage receiving port communicating with the sewage introduction chamber at a stage preceding the sewage inlet of the tub body. Since the chamber is provided, sewage can be gently flowed from the inflow port to the lower side of the filter medium in the tank main body by the head, and a large amount of sludge can be settled and separated into the sewage receiving chamber, and clogged with the filter medium. And the filtration performance can be maintained for a long period of time, and the frequency of washing or replacement of the filter medium can be reduced.

【0024】さらに、本発明によれば、槽本体の底板を
汚水導入室より汚水受入れ室側が低くなるように傾斜さ
せ、汚水流入口を開閉するゲートを設け、汚水受入れ室
の側壁又は底板に汚泥排出口を設けたものであるから、
槽本体内への汚水の流入速度をゲートの開閉により調整
でき、汚泥を汚水受入れ室側底に集め易く、しかも汚泥
の取り出しをより容易に行なうことができる。
Further, according to the present invention, the bottom plate of the tank body is inclined so that the side of the sewage receiving chamber is lower than the sewage introduction chamber, and a gate for opening and closing the sewage inlet is provided. Since it has an outlet,
The inflow speed of the sewage into the tank body can be adjusted by opening and closing the gate, and the sludge can be easily collected at the bottom of the sewage receiving chamber, and the sludge can be more easily taken out.

【0025】また、前記濾材が砂利と砂及び/又は活性
炭の複数種からなっているので、汚泥の濾過を円滑にか
つ確実に行なうことができ、濾材の洗浄再生が容易であ
る。そして、前記支持体は、その少なくとも底に多孔
板、金網等で構成した濾材を収容できる箱形とされてい
るので、濾材の出し入れが容易で、濾材の洗浄再生或い
は交換作業を簡単にかつ能率的に行なうことができる。
Further, since the filter medium is composed of a plurality of types of gravel, sand and / or activated carbon, the sludge can be filtered smoothly and reliably, and the filter medium can be easily washed and regenerated. Further, since the support is formed in a box shape capable of accommodating a filter medium formed of a perforated plate, a wire mesh or the like at least at its bottom, the filter medium can be easily taken in and out, and the washing and regeneration or replacement of the filter medium can be performed easily and efficiently. Can be done

【0026】さらに、前記支持体は、各種濾材を各別に
収容できる箱形とされているので、各種濾材が混ざるこ
とがなく、濾過機能を保持できると共に、濾材の洗浄再
生或いは交換作業が容易で、しかも濾材の交換頻度を少
なくでき、保守管理上有利である。
Further, since the support is formed in a box shape in which various filter media can be individually accommodated, various filter media are not mixed, and a filtering function can be maintained. In addition, the frequency of replacing the filter medium can be reduced, which is advantageous for maintenance management.

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

【図1】本発明の第一の実施形態を示す縦断面図であ
る。
FIG. 1 is a longitudinal sectional view showing a first embodiment of the present invention.

【図2】本発明の第二の実施形態を示す縦断面図であ
る。
FIG. 2 is a longitudinal sectional view showing a second embodiment of the present invention.

【図3】同第二実施形態における箱形支持体の拡大平面
図である。
FIG. 3 is an enlarged plan view of a box-shaped support according to the second embodiment.

【図4】本発明の第三の実施形態の要部を示す縦断面図
である。
FIG. 4 is a longitudinal sectional view showing a main part of a third embodiment of the present invention.

【図5】本発明の第四の実施形態を示す縦断面図であ
る。
FIG. 5 is a longitudinal sectional view showing a fourth embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 槽本体 2 支持体 4 濾材 5 汚水流入口 6 汚泥排出口 7 浄水流出口 16 汚水受入れ室 17 ゲート L 汚水導入室 DESCRIPTION OF SYMBOLS 1 Tank main body 2 Support body 4 Filter material 5 Sewage inflow port 6 Sludge discharge port 7 Purified water outflow port 16 Sewage receiving room 17 Gate L Sewage introduction room

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 槽本体内の上下方向中間部に多孔板等か
らなる通水可能な支持体を設け、この支持体の上側に濾
材を配設しかつ下側に汚水導入室を形成し、槽本体の下
部に前記汚水導入室に汚水を導く流入口を、槽本体の上
部に浄水流出口をそれぞれ設けたことを特徴とする汚水
浄化槽。
1. A water-permeable support made of a perforated plate or the like is provided at an intermediate portion in a vertical direction in a tank body, a filter medium is provided above the support, and a sewage introduction chamber is formed below the support. A sewage treatment tank, wherein an inlet for guiding sewage to the sewage introduction chamber is provided at a lower portion of the tank body, and a purified water outlet is provided at an upper portion of the tank body.
【請求項2】 槽本体内の上下方向中間部に多孔板等か
らなる通水可能な支持体を設け、この支持体の上側に濾
材を配設しかつ下側に汚水導入室を形成し、槽本体の下
部に前記汚水導入室に汚水を導く流入口を、槽本体の上
部に浄水流出口をそれぞれ設け、前記槽本体の汚水流入
口の前段に汚水導入室と連通する上方開放状汚水受入れ
室を設けたことを特徴とする汚水浄化槽。
2. A water-permeable support made of a perforated plate or the like is provided at a vertically intermediate portion in the tank body, a filter medium is provided above the support, and a sewage introduction chamber is formed below the support. An inflow port for guiding sewage to the sewage introduction chamber at a lower portion of the tank body, and a purified water outlet at an upper portion of the tub body, and an upwardly open sewage receiving port communicating with the sewage introduction chamber at a stage preceding the sewage inlet of the tank body. A sewage purification tank characterized by having a chamber.
【請求項3】 槽本体の底板を汚水導入室より汚水受入
れ室側が低くなるように傾斜させ、汚水流入口を開閉す
るゲートを設け、汚水受入れ室から汚泥を取り出し可能
にしたことを特徴とする請求項2に記載の汚水浄化槽。
3. The bottom plate of the tank body is inclined so that the side of the sewage receiving chamber is lower than the sewage introduction chamber, a gate is provided for opening and closing the sewage inflow port, and sludge can be taken out of the sewage receiving chamber. The sewage purification tank according to claim 2.
【請求項4】 前記濾材が砂利と砂及び/又は活性炭の
複数種であることを特徴とする請求項1又は2に記載の
汚水浄化槽。
4. The sewage treatment tank according to claim 1, wherein the filter medium is a plurality of kinds of gravel, sand, and / or activated carbon.
【請求項5】 前記支持体は、その少なくとも底を多孔
板、金網等で構成して濾材を収容できる箱形で、濾材と
共に槽本体内から出し入れ可能としたことを特徴とする
請求項1又は2に記載の汚水浄化槽。
5. The support according to claim 1, wherein at least the bottom of the support is formed of a perforated plate, a wire mesh or the like, and has a box shape capable of accommodating the filter medium, and can be taken in and out of the tank body together with the filter medium. 3. The sewage purification tank according to 2.
【請求項6】 前記支持体は各種濾材を各別に収容でき
る箱形としたことを特徴とする請求項5に記載の汚水浄
化槽。
6. The sewage treatment tank according to claim 5, wherein the support is formed in a box shape capable of individually storing various filter media.
JP31526596A 1996-11-26 1996-11-26 Sewage purifying tank Pending JPH10151500A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31526596A JPH10151500A (en) 1996-11-26 1996-11-26 Sewage purifying tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31526596A JPH10151500A (en) 1996-11-26 1996-11-26 Sewage purifying tank

Publications (1)

Publication Number Publication Date
JPH10151500A true JPH10151500A (en) 1998-06-09

Family

ID=18063352

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31526596A Pending JPH10151500A (en) 1996-11-26 1996-11-26 Sewage purifying tank

Country Status (1)

Country Link
JP (1) JPH10151500A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100425542C (en) * 2007-01-28 2008-10-15 张仲元 Reverse osmosis type living sewage treatment apparatus
WO2012044176A1 (en) * 2010-09-28 2012-04-05 Arne Gerhardsen After treatment system
JP2015051418A (en) * 2013-09-09 2015-03-19 特定非営利活動法人おおいたの水と生活を考える会 Filter device and method for manufacturing filter device
CN107244760A (en) * 2017-08-10 2017-10-13 安庆市凯立金刚石科技有限公司 A kind of stone wastewater processing unit
CN110040869A (en) * 2019-04-01 2019-07-23 于发东 Extract the wastewater treatment circulation recycling device and method of aurantiamarin in fact with flag
JP7191265B1 (en) * 2022-08-01 2022-12-16 株式会社神鋼環境ソリューション Upflow filtration equipment

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100425542C (en) * 2007-01-28 2008-10-15 张仲元 Reverse osmosis type living sewage treatment apparatus
WO2012044176A1 (en) * 2010-09-28 2012-04-05 Arne Gerhardsen After treatment system
JP2015051418A (en) * 2013-09-09 2015-03-19 特定非営利活動法人おおいたの水と生活を考える会 Filter device and method for manufacturing filter device
CN107244760A (en) * 2017-08-10 2017-10-13 安庆市凯立金刚石科技有限公司 A kind of stone wastewater processing unit
CN110040869A (en) * 2019-04-01 2019-07-23 于发东 Extract the wastewater treatment circulation recycling device and method of aurantiamarin in fact with flag
JP7191265B1 (en) * 2022-08-01 2022-12-16 株式会社神鋼環境ソリューション Upflow filtration equipment

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