JPH081182A - Organism-immobilized carrier for sewage treatment - Google Patents

Organism-immobilized carrier for sewage treatment

Info

Publication number
JPH081182A
JPH081182A JP14314994A JP14314994A JPH081182A JP H081182 A JPH081182 A JP H081182A JP 14314994 A JP14314994 A JP 14314994A JP 14314994 A JP14314994 A JP 14314994A JP H081182 A JPH081182 A JP H081182A
Authority
JP
Japan
Prior art keywords
organism
aerobic
anaerobic
carrier
sewage
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
JP14314994A
Other languages
Japanese (ja)
Inventor
Masayoshi Iwasaki
正良 岩崎
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.)
DAISEI SANGYO KK
Original Assignee
DAISEI SANGYO KK
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 DAISEI SANGYO KK filed Critical DAISEI SANGYO KK
Priority to JP14314994A priority Critical patent/JPH081182A/en
Publication of JPH081182A publication Critical patent/JPH081182A/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

  • Biological Treatment Of Waste Water (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

PURPOSE:To bond both of aerobic and anaerobic organisms in good balance to efficiently purify sewage by taking a measure setting the average void size of open voids in an aerobic organism-immobilized part so as to make the same larger than the average pore size of the pores in an anaerobic organism- immobilized part by a specific numerical value range. CONSTITUTION:Aerobic organism-immobilized parts 11 each obtained by bonding a large number of carrier raw material solids so as to form open voids and an anaerobic organism-immobilized part 12 having pores substantially surrounded by the aerobic organism-immobilized parts 11 are formed on an organism- immobilized carrier 10 purifying sewage by biological treatment. The average void size of the open voids of the aerobic organism-immobilized parts 11 is set so as to be made larger than the average pore size of the pores of the anaerobic organism-immobillzed part 12 by 2-10mm while the voids of the aerobic organism immobilized parts 11 are set so as to be made smaller than the space ratio of the anaerobic organism-immobilized part 12 by 10-50%. By this constitution, an aerobic organism and an anaerobic organism are bonded in good selectivity and balance and sewage is efficiently purified.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、工業廃水、生活廃水等
の汚水又はこれら各種廃水により汚染された河川等にお
ける汚水を、生物的処理により浄化するための汚水処理
用生物固定担体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a biological immobilization carrier for treating sewage for purifying sewage such as industrial effluent, domestic effluent or the like or sewage in rivers contaminated by these various effluents by biological treatment.

【0002】[0002]

【従来の技術】各種廃水又は河川等における汚水の浄化
方法として、従来から微生物により処理する生物的処理
方法が知られている。このような生物的処理方法として
は、活性汚泥又は生物固定担体に微生物を保持させ、汚
水を接触処理し、フロック状等にして沈澱又は分離除去
する方法が提案され実施されている。このような生物固
定担体としては、例えば表面積の大きい繊維状物で形成
された生物膜、不織布成形物又はロープ;活性炭、ゼオ
ライト、モスピート等の多孔性物質;棒状のプラスチッ
ク物に表面積の大きい特殊合成繊維を螺旋状に絡ませた
形態物;2以上の採石を集合接合し、細孔を形成した砕
石集合体等が提案されている他、礫間接触酸化法を行な
うために、河川等の底床に直接礫を敷設した礫床、複数
の汚水流入出口を設けたコンクリート箱体内に砕石を複
数個充填したもの等も提案されている。
2. Description of the Related Art As a method for purifying various kinds of waste water or sewage in rivers, a biological treatment method of treating with a microorganism has been known. As such a biological treatment method, a method has been proposed and carried out in which microorganisms are held in activated sludge or a biological fixed carrier, sewage is subjected to contact treatment, and flocculated to precipitate or separate and remove. Such bio-immobilized carriers include, for example, biofilms formed of fibrous materials having a large surface area, non-woven fabric moldings or ropes; porous materials such as activated carbon, zeolite, and mospite; special synthetic materials having a large surface area on rod-shaped plastic materials. Form in which fibers are entwined in a spiral shape; crushed stone aggregates in which two or more quarries are aggregated and joined to form pores are proposed, and in order to perform the inter-gravel catalytic oxidation method, the bottom floor of rivers, etc. It has also been proposed that a gravel bed directly laying gravel on it, a concrete box body having a plurality of wastewater inflow / outflow ports filled with a plurality of crushed stones, and the like.

【0003】しかしながら、従来の多孔性物質若しくは
砕石等を利用したものでは、好気性生物と、嫌気性生物
との両方を高選択性にて固定することができず、また嫌
気性生物が固定される部分においては、汚泥の詰まり等
が生ずるという問題がある。一方前記繊維を利用した生
物固定担体の場合には、十分な微生物の固定ができ、し
かも汚水処理後のフロック状物の剥離若しくは沈澱も容
易に行なうことができるが、繊維を利用した生物固定担
体のみでは、汚水流に浮遊させたり、特殊な装置に固定
しなければならないため、設置箇所が限定され、しかも
設置方法が煩雑化する等の問題がある。
However, with conventional porous materials or crushed stones, both aerobic and anaerobic organisms cannot be immobilized with high selectivity, and anaerobic organisms are immobilized. There is a problem that sludge is clogged in the part where On the other hand, in the case of the bio-immobilized carrier using the fibers, it is possible to sufficiently immobilize the microorganisms and easily remove or precipitate the floc-like substance after the wastewater treatment. However, since it is necessary to float the sewage in a sewage flow or fix it to a special device, there are problems that the installation location is limited and the installation method becomes complicated.

【0004】[0004]

【発明が解決しようとする課題】従って本発明の目的
は、微生物の付着率及び増殖率が極めて高く、また好気
性及び嫌気性生物をバランス良く、高選択率で付着させ
ることができ、効率良く汚水を浄化することが可能な汚
水浄化用生物固定担体を提供することにある。本発明の
別の目的は、汚水処理時の汚泥の詰まりを減少させるこ
とが可能な汚水浄化用生物固定担体を提供することにあ
る。
SUMMARY OF THE INVENTION Therefore, the object of the present invention is that the attachment rate and growth rate of microorganisms are extremely high, and that aerobic and anaerobic organisms can be attached in a well-balanced and highly selective manner, and the efficiency can be improved. An object of the present invention is to provide a biological fixed carrier for purifying sewage capable of purifying sewage. Another object of the present invention is to provide a biological fixed carrier for sewage purification that can reduce clogging of sludge during sewage treatment.

【0005】[0005]

【課題を解決するための手段】本発明によれば、汚水を
生物的処理により浄化する生物固定担体であって、複数
の担体原料固形物を、各担体原料固形物により連通気孔
を形成するように接合した好気性生物固定部と、好気性
生物固定部に実質的に包囲された細孔を有する嫌気性生
物固定部とを有し、前記好気性生物固定部における連通
気孔の平均気孔径が、前記嫌気性生物固定部における細
孔の平均孔径より2〜10mm大きく、且つ前記好気性
生物固定部における気孔の気孔率が、嫌気性生物固定部
における空間率より10〜50%小さいことを特徴とす
る汚水処理用生物固定担体が提供される。
According to the present invention, there is provided a biological fixed carrier for purifying sewage by biological treatment, wherein a plurality of carrier raw material solids are used to form continuous ventilation holes. And an aerobic organism fixing part joined to, and an anaerobic organism fixing part having pores substantially surrounded by the aerobic organism fixing part, the average pore diameter of the continuous vents in the aerobic organism fixing part is , 2 to 10 mm larger than the average pore diameter of the pores in the anaerobic organism fixing part, and the porosity of the pores in the aerobic organism fixing part is 10 to 50% smaller than the porosity in the anaerobic organism fixing part. A biological fixed carrier for treating wastewater is provided.

【0006】以下本発明を更に詳細に説明する。本発明
の汚水浄化用生物固定担体は、特定の好気性生物固定部
と、該好気性生物固定部に実質的に包囲された特定の嫌
気性生物固定部とを有する。この際実質的に包囲された
とは、嫌気性生物固定部が、好気性生物固定部よりも外
側に存在しない意味であって、嫌気性生物固定部が好気
性生物固定部の外側に存在する場合には、嫌気性生物が
選択効率良く固定されず、しかも担体への微生物自体の
固定率が低下する。
The present invention will be described in more detail below. The biological immobilization carrier for sewage purification of the present invention has a specific aerobic organism fixing part and a specific anaerobic organism fixing part substantially surrounded by the aerobic organism fixing part. In this case, substantially enclosed means that the anaerobic organism fixing part does not exist outside the aerobic organism fixing part, and the anaerobic organism fixing part exists outside the aerobic organism fixing part. , The anaerobic organisms are not efficiently fixed and the fixing rate of the microorganisms themselves on the carrier is lowered.

【0007】本発明の汚水浄化用生物固定担体におい
て、前記好気性生物固定部は、複数の担体原料固形物
を、各担体原料固形物により連通気孔を形成するように
接合したものであって、好気性生物を選択的に固定する
部分である。この際好気性生物を選択的に固定すると
は、固定される微生物の好ましくは50%以上が、特に
好ましくは60%以上が好気性生物であることである。
In the sewage purification organism-immobilizing carrier of the present invention, the aerobic organism-immobilizing part is formed by joining a plurality of carrier-material solids so as to form continuous vent holes by the respective carrier-material solids. It is a part that selectively fixes aerobic organisms. At this time, the selective fixation of aerobic organisms means that preferably 50% or more, and particularly preferably 60% or more, of the microorganisms to be immobilized are aerobic organisms.

【0008】前記好気性生物固定部を構成する担体原料
固形物としては例えば、砕石、セラミック、高炉滓、陶
磁片、粉砕コンクリートブロック、プラスチック等を挙
げることができ、コスト的、環境的には、陶磁片等の産
業廃棄物等を用いるのが好ましい。
Examples of the solid material of the carrier raw material constituting the aerobic organism fixing part include crushed stone, ceramics, blast furnace slag, porcelain pieces, crushed concrete blocks, plastics, etc., and in terms of cost and environment, It is preferable to use industrial waste such as ceramic pieces.

【0009】前記担体原料固形物の材質、大きさ、形状
等は水中に浮上しない比重を有しておれば特に限定され
るものではないが、通常大きさは、平均径1〜30cm
であるのが好ましい。また担体原料固形物を接合するに
は、複数の担体原料固形物を、セメント、接着剤等によ
り各担体原料固形物の間隙に連通気孔が形成されるよう
に接合されれば良い。即ち各担体原料固形物は、表面部
分の全てが密着されることはなく、接合部分以外の各担
体原料固形物の面により形成される間隙が、連通気孔を
形成する。前記担体原料固形物を接合する接着剤として
は、材質に応じて公知の接着剤を用いることができる
が、特に陶磁片等の産業廃棄物を接着するには、エポキ
シ系のポリマーモルタル接着剤等を好ましく用いること
ができる。この際各担体原料固形物の間隙によって形成
される好気性生物固定部の連通気孔は、後述する嫌気性
生物固定部に連通する連通気孔を有しておれば良く、必
ずしもその全てが連通気孔である必要はない。前記連通
気孔の気孔径は、特に限定されるものではないが、好気
性生物固定部における連通気孔の平均気孔径が、3〜1
7mm、特に5〜13mmであるのが好ましい。また好
気性生物固定部の連通気孔の気孔率は、30〜88%、
特に40〜88%であるのが好ましい。前記平均気孔径
及び気孔率が前記範囲外の場合には、好気性生物の固定
率が低下するので好ましくない。この際、前記平均気孔
径及び気孔率の値は、前記範囲内において適宜選択する
のが好ましいが、後述する嫌気性生物固定部の平均細孔
径と、空間率とに後述する差異を設けるように選択する
必要がある。
The material, size, shape and the like of the solid carrier raw material are not particularly limited as long as it has a specific gravity that does not float in water, but the normal size is usually an average diameter of 1 to 30 cm.
It is preferred that In addition, in order to bond the carrier raw material solids, a plurality of carrier raw material solids may be bonded with cement, an adhesive, or the like so that communication holes are formed in the spaces between the carrier raw material solids. That is, the surface portions of the respective carrier raw material solids are not all adhered to each other, and the gaps formed by the surfaces of the respective carrier raw material solids other than the joint portion form the continuous air holes. As the adhesive for bonding the solid material of the carrier material, a known adhesive can be used depending on the material, and particularly for adhering industrial waste such as ceramic pieces, an epoxy-based polymer mortar adhesive, etc. Can be preferably used. At this time, the communication holes of the aerobic organism fixing part formed by the gaps of the respective carrier raw material solids may have communication holes communicating with the anaerobic organism fixing part described later, and all of them are necessarily communication holes. It doesn't have to be. The pore diameter of the continuous vents is not particularly limited, but the average pore diameter of the continuous vents in the aerobic organism fixing part is 3 to 1
It is preferably 7 mm, especially 5 to 13 mm. Further, the porosity of the continuous vents of the aerobic organism fixing part is 30 to 88%,
It is particularly preferably 40 to 88%. When the average pore diameter and the porosity are out of the above ranges, the fixing rate of aerobic organisms is lowered, which is not preferable. At this time, the values of the average pore diameter and the porosity are preferably appropriately selected within the above range, but the average pore diameter of the anaerobic organism fixing portion described later and the porosity are provided so as to provide a difference described later. You have to choose.

【0010】前記担体原料固形物表面部分には、植毛が
なされていても良い。該植毛材料としては、例えばナイ
ロン、レーヨン、綿、ポリエチレン、ポリプロピレン、
アクリル等の繊維物、特に好ましくは、繊維内部が多孔
質であり、通気性を有し、毛細管現象の作用を示し、水
を吸収する機能を有する、例えば商品名「アクワロン」
(カネボウ株式会社製)等の多孔質の繊維物等を接着さ
せることにより行なうことができる。前記繊維物の繊維
径は3〜15デニルが好ましく、繊維長は3〜10mm
が望ましい。繊維長が3mm未満の場合には微生物の付
着量が十分でなく、10mmを超える場合には微生物の
フロックが剥がれやすくなるので好ましくない。また繊
維物の植毛量は、50〜200g/cm2であるのが望
ましい。
Flocking may be applied to the surface portion of the solid material of the carrier raw material. Examples of the flocked material include nylon, rayon, cotton, polyethylene, polypropylene,
A fibrous material such as acrylic, particularly preferably, the inside of the fiber is porous, has air permeability, exhibits a capillary action, and has a function of absorbing water, for example, trade name "Aqualon"
This can be performed by adhering a porous fiber material such as (manufactured by Kanebo Co., Ltd.). The fiber diameter of the fiber material is preferably 3 to 15 denier, and the fiber length is 3 to 10 mm.
Is desirable. If the fiber length is less than 3 mm, the amount of adhered microorganisms is not sufficient, and if it exceeds 10 mm, the flocs of microorganisms are easily peeled off, which is not preferable. Further, it is desirable that the amount of fibers to be transplanted is 50 to 200 g / cm 2 .

【0011】前記植毛は、例えば担体原料固形物の植毛
する部分に、公知のエマルジョン型又はソルベント型接
着剤、具体的にはビニル系、エチレン系、アクリル系、
メラミン系、ウレタン系、エポキシ系、ポリエステル
系、酢酸ビニル系、ポリアミド系、ゴム系、シリコン系
等の接着剤を塗布し、次いで例えば静電植毛等により必
要量の繊維物を植毛する方法等により行なうことができ
る。
The above-mentioned flocking is carried out by, for example, a known emulsion-type or solvent-type adhesive, specifically vinyl-based, ethylene-based, acrylic-based
By applying an adhesive such as melamine-based, urethane-based, epoxy-based, polyester-based, vinyl acetate-based, polyamide-based, rubber-based, silicon-based, etc., and then flocking a required amount of fibrous material by electrostatic flocking, etc. Can be done.

【0012】本発明の汚水処理用生物固定担体におい
て、嫌気性生物固定部とは、嫌気性生物を選択的に固定
するための前記好気性生物固定部に実質的に包囲された
細孔を有する部分である。嫌気性生物を選択的に固定す
るとは、固定される微生物の好ましくは10〜30%
が、特に好ましくは20〜50%が嫌気性生物であるこ
とである。この嫌気性生物の固定率は、従来の例えば好
気性生物の固定が意図されている砕石等を接着剤で集合
接合させた生物固定担体の場合には5%未満程度にすぎ
ず、好気性生物の固定も十分に行なうことができる生物
固定担体においては、嫌気性生物の固定率は、10%以
上であっても十分な効果が得ることができる。このよう
な嫌気性生物固定による効果は、例えばクロロフィル量
の減少により確認することができる。
In the sewage treatment organism-immobilizing carrier of the present invention, the anaerobic organism-immobilizing part has pores substantially surrounded by the aerobic organism-immobilizing part for selectively immobilizing anaerobic organisms. It is a part. Selectively fixing an anaerobic organism means preferably 10 to 30% of fixed microorganisms.
However, it is particularly preferable that 20 to 50% is an anaerobic organism. The fixing rate of this anaerobic organism is only less than about 5% in the case of a conventional organism fixing carrier in which crushed stones etc. intended to fix an aerobic organism are aggregated and joined with an adhesive, and the aerobic organism is fixed. In the organism fixing carrier capable of sufficiently fixing the above-mentioned, the sufficient effect can be obtained even when the anaerobic organism fixing rate is 10% or more. The effect of such anaerobic organism fixation can be confirmed by, for example, a decrease in the amount of chlorophyll.

【0013】前記嫌気性生物固定部としては、例えば多
孔質のウレタンフォーム、ポリエチレン繊維等を3次元
立体スプリング構造に加工した多孔質のクッション材
料、合成繊維等を3次元構造的に絡ませた形態物、多孔
質の各種スポンジ類等の柔軟性を有し、且つ連通気孔を
有する材料;中空の球状、中空の多面体等であって、表
面に細孔を有するプラスチック製等の中空体;前記中空
体内に、前記柔軟性を有し、且つ連通気孔を有する材料
を入れた材料等を挙げることができる。前記嫌気性生物
固定部における細孔の孔径は、特に限定されるものでは
ないが、嫌気性生物固定部における平均細孔径が、1〜
15mm、特に2〜10mmであるのが好ましい。また
前記嫌気性生物固定部の空間率は、50〜98%、特に
70〜98%であるのが好ましい。この際前記表面に細
孔を有する中空体の空間率は、70〜98%、特に80
〜98%が好ましい。前記平均細孔径及び空間率が前記
範囲外の場合には、嫌気性生物の固定率が低下するので
好ましくない。また前記平均細孔径及び空間率は、前記
好気性生物固定部の平均気孔径及び気孔率とに後述する
差異を設けるように設定する必要がある。
As the anaerobic organism fixing portion, for example, porous urethane foam, a porous cushion material obtained by processing polyethylene fibers or the like into a three-dimensional three-dimensional spring structure, or a form in which synthetic fibers or the like are three-dimensionally entangled , Materials having flexibility and continuous vents such as various porous sponges; hollow spheres, hollow polyhedra, etc., hollow bodies made of plastic or the like having pores on the surface; In addition, the material etc. which put the material which has the said flexibility and has a continuous ventilation hole can be mentioned. The pore size of the pores in the anaerobic organism fixing part is not particularly limited, but the average pore size in the anaerobic organism fixing part is 1 to
It is preferably 15 mm, especially 2 to 10 mm. The porosity of the anaerobic organism fixing part is preferably 50 to 98%, particularly preferably 70 to 98%. At this time, the porosity of the hollow body having pores on the surface is 70 to 98%, particularly 80.
~ 98% is preferable. If the average pore diameter and the porosity are out of the above ranges, the fixing rate of anaerobic organisms is lowered, which is not preferable. Further, the average pore diameter and the porosity need to be set so that the average pore diameter and the porosity of the aerobic organism fixing part have a difference described later.

【0014】本発明の汚水処理用生物固定担体は、前記
好気性生物固定部と、この好気性生物固定部に実質的に
包囲された前記嫌気性生物固定部とを備え、前記好気性
生物固定部における連通気孔の平均気孔径が、前記嫌気
性生物固定部における細孔の平均孔径より2〜10mm
大きく、好ましくは3〜5mm大きく、且つ前記好気性
生物固定部における気孔の気孔率が、嫌気性生物固定部
における空間率より10〜50%小さい、好ましくは2
0〜30%小さいものである。前記好気性生物固定部の
平均気孔径と、前記嫌気性生物固定部の平均細孔径との
差、並びに前記好気性生物固定部の気孔率と、前記嫌気
性生物固定部の空間率との差が前記範囲外の場合には、
好気性生物固定部及び嫌気性生物固定部におけるそれぞ
れの微生物の選択率及び付着量が低下し、高効率の汚水
処理が不可能である。また嫌気性生物固定部が、実質的
に好気性生物固定部に包囲されていない場合には、好気
性生物及び嫌気性生物の付着固定率が低下する。
The biological immobilization carrier for treating sewage according to the present invention comprises the aerobic organism immobilization part and the anaerobic organism immobilization part substantially surrounded by the aerobic organism immobilization part. The average pore diameter of the continuous ventilation holes in the section is 2 to 10 mm from the average pore diameter of the pores in the anaerobic organism fixing section.
It is large, preferably 3 to 5 mm, and the porosity of the pores in the aerobic organism fixing part is 10 to 50% smaller than the porosity in the anaerobic organism fixing part, preferably 2
It is 0 to 30% smaller. The average pore diameter of the aerobic organism fixing portion, the difference between the average pore diameter of the anaerobic organism fixing portion, and the porosity of the aerobic organism fixing portion, the difference between the void ratio of the anaerobic organism fixing portion. Is outside the above range,
The selectivity and adhesion amount of each microorganism in the aerobic organism fixing part and the anaerobic organism fixing part are lowered, and highly efficient wastewater treatment is impossible. In addition, when the anaerobic organism fixing part is not substantially surrounded by the aerobic organism fixing part, the adherence and fixing rate of the aerobic organism and the anaerobic organism decreases.

【0015】本発明の汚水処理用生物固定担体を調製す
るには、例えば前記嫌気性生物固定部の周囲に好気性生
物固定部を形成する方法、内部に中空部を備えるように
複数の担体原料固形物を接合して好気性生物固定部を作
製した後、前記柔軟性を有し、且つ連通気孔を有する材
料の嫌気性生物固定部を、好気性生物固定部の気孔径が
大きい気孔から挿入し、前記中空部に充填する方法、板
状の好気性生物固定部を作製し、該板状の好気性生物固
定部上に、嫌気性生物固定部を敷設し、該嫌気性生物固
定部の上面部並びに側面部に好気性生物固定部を設ける
方法等により製造することができる。この際汚水処理用
生物固定担体の形状及び大きさは、汚水の浄化場所、浄
化方法等により適宜選択することができ、その表面部分
には、複数の固定原料担体の接合により、凹凸形状が形
成され、全体的には実質的に例えば板状、球状、多角状
等を示す形状等にすることができる。
In order to prepare the biological fixed carrier for treating sewage of the present invention, for example, a method of forming an aerobic biological fixed portion around the anaerobic biological fixed portion, a plurality of carrier raw materials having hollow portions inside. After the solid matter is joined to form the aerobic organism fixing part, the anaerobic organism fixing part of the material having the flexibility and having the continuous vent is inserted from the pore having a large pore diameter of the aerobic organism fixing part. Then, a method of filling the hollow portion, to prepare a plate-shaped aerobic organism fixing portion, laying an anaerobic organism fixing portion on the plate-shaped aerobic organism fixing portion, the anaerobic organism fixing portion It can be manufactured by a method of providing an aerobic organism fixing portion on the upper surface portion and the side surface portion. At this time, the shape and size of the biological fixed carrier for sewage treatment can be appropriately selected depending on the purification place, purification method, etc. of the sewage, and the surface portion thereof has an uneven shape formed by joining a plurality of fixed raw material carriers. Thus, it can be formed into a shape having a substantially plate-like shape, a spherical shape, a polygonal shape, or the like.

【0016】本発明の汚水処理用生物固定担体は、汚水
と接触させる箇所に配置することにより使用することが
できるが、汚水処理を更に効率良く行なうために、予め
生物処理を行なう微生物及び/又は該微生物の栄養源、
具体的にはアンモニウム塩、亜硝酸塩、硝酸塩、リン酸
塩等を、汚水処理用生物固定担体の表面部、好気性生物
固定部の気孔内表面部、嫌気性生物固定部の気孔内表面
部等に保持させた後使用に供することもできる。微生物
及び/又は該微生物の栄養源を汚水処理用生物固定担体
に保持させるには、例えば微生物及び/又は該微生物の
栄養源を含む溶液に浸漬させるか、若しくは該溶液を散
布する方法等により行なうことができる。
The biological fixed carrier for treating sewage of the present invention can be used by arranging it at a position where it comes into contact with sewage. In order to perform the sewage treatment more efficiently, microorganisms and / or microorganisms to be treated in advance are treated. A nutrient source for the microorganism,
Specifically, ammonium salts, nitrites, nitrates, phosphates, etc. are used for the surface part of the biological immobilization carrier for sewage treatment, the inner surface of the pores of the aerobic organism fixing part, the inner surface of the pores of the anaerobic organism fixing part, etc. It is also possible to use it after holding it in. In order to retain the microorganisms and / or the nutrient source of the microorganisms on the biological fixed carrier for treating sewage, it is carried out by, for example, immersing in a solution containing the microorganisms and / or the nutrient source of the microorganisms, or by spraying the solution. be able to.

【0017】本発明の汚水処理用生物固定担体を用いて
汚水処理を行うには、汚水処理用生物固定担体に汚水を
流通接触させることができれば、公知の方法等により適
当な箇所に配置して行なうことができる。具体的には例
えば、汚水処理生物固定担体を、従来の礫間接触酸化処
理における砂利、砕石等の礫の代わりに配設する方法、
河川の底床に直接敷設させる方法、汚水の流入出口を設
けた、箱体、導管、カラム等の枠体内に前記汚水処理用
生物固定担体を充填若しくは汚水と接触する箇所に例え
ば板状等にして配置した汚水浄化装置を、汚水が流通す
る河川又は工業用廃水、生活廃水等の廃水流通管内、若
しくは河川の流水を分岐させて汚水処理する公知の方法
における砕石等の代わりに配設する方法等により、汚水
を前記生物固定担体に接触させることができる。
In order to perform sewage treatment using the biological immobilization carrier for sewage treatment of the present invention, if the sewage can be brought into flow contact with the biological immobilization carrier for sewage treatment, it is arranged at an appropriate location by a known method. Can be done. Specifically, for example, a method for disposing sewage treatment organism fixed carrier in place of gravel such as gravel and crushed stone in the conventional gravel contact oxidation treatment,
Method of laying directly on the bottom floor of the river, provided with inflow and outflow of sewage, box body, conduit, such as a frame body such as a column, filled with the biological fixed carrier for sewage treatment or in the place of contact with sewage, for example, plate-like A wastewater purifying device disposed in place of a crushed stone or the like in a known method of treating wastewater by circulating wastewater in a river or industrial wastewater, domestic wastewater, etc. For example, sewage can be brought into contact with the biological fixed carrier.

【0018】この際前記生物固定担体は、水に浮遊しな
いのでその設置方法は従来の砕石等と同様に行なうこと
ができる。また前記生物固定担体は、好気性生物と嫌気
性生物とを選択効率良く付着させることができるので好
気性生物と嫌気性生物の両方の処理が可能である。更に
特に前記嫌気性生物固定部として、中空部を有するもの
を使用する場合には、汚水処理時における汚泥等の詰ま
りを有効に防止することができる。更に前記生物固定担
体の好気性生物固定部が、植毛されている場合には、該
植毛部に効率良く汚水のフロックが付着し、該フロック
状物がある程度(汚水の流速、フロック状物の重量等に
左右されるが)増量成長すると植毛された部分から自然
に剥離して沈澱若しくは流れるので、生物固定担体から
フロック状物を剥離する作業を行なう必要がない。従っ
て設置方法によっては、半永久的に使用することもでき
る。
At this time, since the organism-fixing carrier does not float in water, it can be installed in the same manner as conventional crushed stone. In addition, the bio-immobilized carrier can selectively attach aerobic and anaerobic organisms with good efficiency, and thus can treat both aerobic organisms and anaerobic organisms. Furthermore, particularly when the anaerobic organism fixing part having a hollow part is used, it is possible to effectively prevent clogging of sludge and the like during sewage treatment. Further, when the aerobic organism-fixing part of the organism-immobilizing carrier is flocked, flock of sewage is efficiently attached to the flocked part, and the flock-like substance is contained to some extent (flow velocity of sewage, weight of flock-like substance). However, it is not necessary to perform the work of peeling the floc-like substance from the biological fixed carrier, because the growth is naturally peeled off from the transplanted portion and the sedimentation or flow occurs when the growth is increased. Therefore, it can be used semipermanently depending on the installation method.

【0019】[0019]

【発明の効果】本発明の汚水処理用生物固定担体は、特
定の好気性生物固定部及び嫌気性生物固定部を特定の配
置で備えるので、好気性生物と、嫌気性生物とが選択性
良くしかも高効率でバランス良く付着し、汚水を処理す
ることができる。また汚泥の詰まり等が生じにくい。従
ってメンテナンス等が殆ど必要なく、高効率で汚水の浄
化を行なうことができる。
EFFECTS OF THE INVENTION Since the biological immobilization carrier for treating sewage of the present invention is provided with a specific aerobic organism fixing part and an anaerobic organism fixing part in a specific arrangement, aerobic organisms and anaerobic organisms have good selectivity. Moreover, it is highly efficient and can be attached in a well-balanced manner to treat sewage. Also, clogging of sludge is less likely to occur. Therefore, almost no maintenance or the like is required, and the wastewater can be purified with high efficiency.

【0020】[0020]

【実施例】以下実施例及び比較例により更に詳細に説明
するが、本発明はこれらに限定されるものではない。
EXAMPLES The present invention will be described in more detail with reference to Examples and Comparative Examples below, but the present invention is not limited thereto.

【0021】[0021]

【実施例1】ポリエチレン繊維を3次元立体スプリング
構造に加工した商品名「カールロック」(東亜紡績株式
会社製、平均孔径3mm、気孔率95%)を、直径が略
60mmの球形になるように加工し、嫌気性生物固定部
を調製した。次いで10〜30mm角の産業廃棄物であ
る複数の陶磁片表面に、商品名「TSKモルタルボン
ド」(大晴産業株式会社製)のエポキシ系ポリマーモル
タル接着剤を塗布した後、陶磁片の各々の面が完全接合
しないように、前記嫌気性生物固定部の周囲を取り囲む
よう接着し、内部に嫌気性生物固定部を備える、直径約
120mm程度の陶磁片集合体の生物固定担体を調製し
た。得られた生物固定担体の陶磁片部分の各陶磁片の間
隙により形成された孔の平均孔径は7mmであり、気孔
率は70%であった。該生物固定担体の陶磁片部分は、
好気性生物固定部に相当する。また各陶磁片で形成され
る好気性生物固定部と、前記嫌気性生物固定部とは、連
通気孔を有している。次に幅30cm、深さ30cm、
長さ1mの直方体であり、一端側面部の底部に汚水の原
水流入口を設け、対向する側面部の上部に処理水出口を
設けた槽内に、前記調製した生物固定担体を複数個充填
した。次に、流速8〜9mm/sで、汚水を20日間流
通させた。原水流入口及び処理水出口における汚水のS
S(浮遊物質)、COD(化学的酸素消費量)及びクロ
ロフィル量を測定した。その結果を表1に示す。また得
られた生物固定担体の一部透視斜視図を図1に示す。図
1において10は生物固定担体であって、11は好気性
生物固定部、12は透視された嫌気性生物固定部を示
す。
[Example 1] A product name "Curl Rock" (manufactured by Toa Boseki Co., Ltd., average pore diameter 3 mm, porosity 95%) obtained by processing polyethylene fibers into a three-dimensional three-dimensional spring structure was formed into a spherical shape having a diameter of about 60 mm. After processing, an anaerobic organism fixing part was prepared. Next, after applying an epoxy-based polymer mortar adhesive having a trade name “TSK mortar bond” (manufactured by Taisei Sangyo Co., Ltd.) to the surfaces of a plurality of ceramic pieces that are 10 to 30 mm square industrial waste, A biological fixed carrier of a ceramic piece aggregate having a diameter of about 120 mm was prepared which was adhered so as to surround the periphery of the anaerobic organism fixing part so that the surfaces were not completely joined and provided with the anaerobic organism fixing part inside. The average pore diameter of the pores formed by the gaps between the individual ceramic pieces of the obtained biologically fixed carrier was 7 mm, and the porosity was 70%. The ceramic piece part of the biological fixed carrier is
Corresponds to the aerobic organism fixation part. Further, the aerobic organism fixing part formed of each ceramic piece and the anaerobic organism fixing part have continuous ventilation holes. Next, width 30 cm, depth 30 cm,
It is a rectangular parallelepiped with a length of 1 m, and the raw water inlet of the waste water is provided at the bottom of the side surface at one end, and the treated water outlet is provided at the upper part of the opposite side surface. . Next, sewage was circulated for 20 days at a flow rate of 8 to 9 mm / s. S for sewage at raw water inlet and treated water outlet
S (suspended matter), COD (chemical oxygen consumption) and chlorophyll content were measured. Table 1 shows the results. A partially transparent perspective view of the obtained biologically fixed carrier is shown in FIG. In FIG. 1, 10 is a biological fixing carrier, 11 is an aerobic biological fixing part, and 12 is a see-through anaerobic biological fixing part.

【0022】[0022]

【比較例1】10〜30mm角の産業廃棄物である複数
の陶磁片表面に、商品名「TSKモルタルボンド」(大
晴産業株式会社製)のエポキシ系ポリマーモルタル接着
剤を塗布した後、陶磁片の各々の面が完全接合しないよ
うに接着し、直径約120mm程度の陶磁片集合体を調
製した。得られた集合体の各陶磁片の間隙により形成さ
れた孔の平均孔径は7mmであり、気孔率は70%であ
った。該集合体の孔の殆どは、内部に連通する連通気孔
であった。次に実施例1と同様に、得られた陶磁片集合
体を槽内に複数個充填し、各測定を行なった。結果を表
1に示す。
[Comparative Example 1] An epoxy-based polymer mortar adhesive having a trade name of "TSK mortar bond" (manufactured by Taisei Sangyo Co., Ltd.) was applied to the surface of a plurality of ceramic pieces, which were industrial wastes of 10 to 30 mm square, and then ceramic The pieces were adhered so that the respective surfaces were not completely joined, and a ceramic piece aggregate having a diameter of about 120 mm was prepared. The average pore diameter of the pores formed by the gaps between the ceramic pieces of the obtained aggregate was 7 mm, and the porosity was 70%. Most of the holes of the aggregate were communication holes communicating with the inside. Next, in the same manner as in Example 1, a plurality of the obtained ceramic piece aggregates were filled in a tank and each measurement was performed. The results are shown in Table 1.

【0023】[0023]

【比較例2】比較例1で調製した陶磁片集合体の表面
に、商品名「TSKモルタルボンド」(大晴産業株式会
社製)の接着剤を塗布した。次いで繊維長3mm、繊維
径20デニルの吸水性アクリル繊維(商品名「アクワロ
ン」、カネボウ株式会社製)を、50g/cm2の割合
で、静電植毛機(メサック社製)を用いて静電植毛し、
平均気孔率65%の汚水接触材を調製した。次に実施例
1と同様に、得られた汚水接触材を槽内に複数個充填
し、各測定を行なった。結果を表1に示す。
Comparative Example 2 An adhesive of trade name "TSK Mortar Bond" (manufactured by Taisei Sangyo Co., Ltd.) was applied to the surface of the ceramic piece aggregate prepared in Comparative Example 1. Next, electrostatically absorb water-absorbing acrylic fiber (product name "Aqualon", manufactured by Kanebo Ltd.) having a fiber length of 3 mm and a fiber diameter of 20 densi at a rate of 50 g / cm 2 by using an electrostatic flocking machine (manufactured by Mesac). Flocked,
A sewage contact material having an average porosity of 65% was prepared. Next, in the same manner as in Example 1, a plurality of the obtained sewage contact materials were filled in a tank and each measurement was performed. The results are shown in Table 1.

【0024】[0024]

【比較例3】ポリエチレン繊維を3次元立体スプリング
構造に加工した商品名「カールロック」(東亜紡績株式
会社製、平均孔径3mm、気孔率95%)を、直径が略
60mmの球形になるように加工し、汚水接触材を調製
した。次に実施例1と同様に、得られた汚水接触材を槽
内に複数個充填し、各測定を行なった。結果を表1に示
す。
[Comparative Example 3] A product name "Curl Rock" (manufactured by Toa Boseki Co., Ltd., average pore diameter 3 mm, porosity 95%) obtained by processing polyethylene fibers into a three-dimensional three-dimensional spring structure was formed into a spherical shape having a diameter of about 60 mm. It processed and prepared the sewage contact material. Next, in the same manner as in Example 1, a plurality of the obtained sewage contact materials were filled in a tank and each measurement was performed. The results are shown in Table 1.

【0025】[0025]

【比較例4】平均孔径9mmの連通気孔を有する気孔率
40%の100mm角の発泡プラスチック材料を、実施
例1と同様に、槽内に複数個充填し、各測定を行なっ
た。結果を表1に示す。
COMPARATIVE EXAMPLE 4 A plurality of 100 mm square foamed plastic materials having open pores having an average pore diameter of 9 mm and a porosity of 40% were filled in a tank in the same manner as in Example 1, and each measurement was performed. The results are shown in Table 1.

【0026】[0026]

【比較例5】プラスチック製繊維を縒って製造した直径
約8mm、長さ200mmの紐全体に、繊維径10デニ
ル、繊維長5mmのポリエチレン繊維を植毛した生物固
定担体を20本実施例1で用いた槽内に浮遊させながら
汚水の原水と接触させた以外は、実施例1と同様に、各
測定を行なった。結果を表1に示す。
[Comparative Example 5] Twenty biological fixed carriers in which polyethylene fibers having a fiber diameter of 10 denier and a fiber length of 5 mm were planted on the entire string having a diameter of about 8 mm and a length of 200 mm produced by twisting plastic fibers were used in Example 1. Each measurement was carried out in the same manner as in Example 1 except that the wastewater was brought into contact with the raw water while being suspended in the tank used. The results are shown in Table 1.

【0027】[0027]

【表1】 [Table 1]

【0028】表1の結果より、好気性生物固定部と嫌気
性生物固定部とを有する実施例1では、SS、COD及
びクロロフィルを有効に除去できることが判った。また
実施例1の生物固定担体では、好気性生物の固定率が高
いと思われるCODの除去率が高い比較例1及び2の汚
水接触材と、同等若しくはそれ以上のCOD除去効果が
得られると共に、クロロフィル量の減少が多く、嫌気性
生物が多く固定されたと思われる比較例3の汚水接触材
より更に多くのクロロフィル除去効果が得られたことが
判る。従って実施例1の生物固定担体は、好気性生物及
び嫌気性生物の両方を高効率で固定できたものと推定で
き、しかも浮遊物の除去能(SS)にも優れていること
が判る。
From the results shown in Table 1, it was found that SS, COD and chlorophyll can be effectively removed in Example 1 having the aerobic organism fixing part and the anaerobic organism fixing part. In addition, the organism-immobilizing carrier of Example 1 has a COD removal effect equivalent to or higher than that of the wastewater contacting materials of Comparative Examples 1 and 2 having a high COD removal rate which is considered to have a high aerobic organism fixation rate. It can be seen that the chlorophyll removal effect was obtained more than the sewage contacting material of Comparative Example 3 in which the amount of chlorophyll was largely reduced and anaerobic organisms seemed to be immobilized. Therefore, it can be estimated that the bio-immobilized carrier of Example 1 was able to immobilize both aerobic organisms and anaerobic organisms with high efficiency, and it was also found that the suspended solids (SS) were excellent.

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

【図1】図1は、実施例1に使用した生物固定担体を示
す一部透視斜視図である。
FIG. 1 is a partially transparent perspective view showing a biological fixed carrier used in Example 1. FIG.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 汚水を生物的処理により浄化する生物固
定担体であって、複数の担体原料固形物を、各担体原料
固形物により連通気孔を形成するように接合した好気性
生物固定部と、好気性生物固定部に実質的に包囲された
細孔を有する嫌気性生物固定部とを有し、前記好気性生
物固定部における連通気孔の平均気孔径が、前記嫌気性
生物固定部における細孔の平均孔径より2〜10mm大
きく、且つ前記好気性生物固定部における気孔の気孔率
が、嫌気性生物固定部における空間率より10〜50%
小さいことを特徴とする汚水処理用生物固定担体。
1. A biological fixed carrier for purifying sewage by biological treatment, wherein a plurality of carrier raw material solids are joined so as to form continuous ventilation holes with the respective carrier raw solids, and an aerobic biological fixing unit. And an anaerobic organism fixing part having pores substantially surrounded by the aerobic organism fixing part, the average pore diameter of the continuous vents in the aerobic organism fixing part, the pores in the anaerobic organism fixing part 2 to 10 mm larger than the average pore diameter of the aerobic organisms, and the porosity of the pores in the aerobic organism fixing part is 10 to 50% than the porosity in the anaerobic organism fixing part.
A biological fixed carrier for treating sewage, which is small.
【請求項2】 前記嫌気性生物固定部が、柔軟性を有
し、且つ連通気孔を有することを特徴とする請求項1記
載の汚水処理用生物固定担体。
2. The organism-fixing carrier for treating wastewater according to claim 1, wherein the anaerobic organism-immobilizing portion has flexibility and has an air vent.
【請求項3】 前記嫌気性生物固定部が、表面に細孔を
有する中空体であることを特徴とする請求項1記載の汚
水処理用生物固定担体。
3. The biological fixed carrier for sewage treatment according to claim 1, wherein the anaerobic biological fixed part is a hollow body having pores on its surface.
【請求項4】 前記生物固定担体が、汚水処理を行なう
微生物及び/又は該微生物の栄養源を保持してなること
を特徴とする請求項1記載の汚水処理用生物固定担体。
4. The biological fixed carrier for sewage treatment according to claim 1, wherein the biological fixed carrier holds a microorganism for treating sewage and / or a nutrient source of the microorganism.
JP14314994A 1994-06-24 1994-06-24 Organism-immobilized carrier for sewage treatment Pending JPH081182A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14314994A JPH081182A (en) 1994-06-24 1994-06-24 Organism-immobilized carrier for sewage treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14314994A JPH081182A (en) 1994-06-24 1994-06-24 Organism-immobilized carrier for sewage treatment

Publications (1)

Publication Number Publication Date
JPH081182A true JPH081182A (en) 1996-01-09

Family

ID=15332072

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14314994A Pending JPH081182A (en) 1994-06-24 1994-06-24 Organism-immobilized carrier for sewage treatment

Country Status (1)

Country Link
JP (1) JPH081182A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011212640A (en) * 2010-04-02 2011-10-27 Ihi Corp Water clarifying method, water clarifying agent and method for producing water clarifying agent
CN107244730A (en) * 2017-07-19 2017-10-13 广东水道元环保科技有限公司 Bicyclic intersection ball type biological active filler component based on Internet of Things
KR101909098B1 (en) * 2017-07-27 2018-10-18 수생태복원(주) Spherical bodies having contact oxidation function and manufacturing method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011212640A (en) * 2010-04-02 2011-10-27 Ihi Corp Water clarifying method, water clarifying agent and method for producing water clarifying agent
CN107244730A (en) * 2017-07-19 2017-10-13 广东水道元环保科技有限公司 Bicyclic intersection ball type biological active filler component based on Internet of Things
KR101909098B1 (en) * 2017-07-27 2018-10-18 수생태복원(주) Spherical bodies having contact oxidation function and manufacturing method

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