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JP3406290B2 - Method for treating wastewater containing silica gel - Google Patents
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JP3406290B2 - Method for treating wastewater containing silica gel - Google Patents

Method for treating wastewater containing silica gel

Info

Publication number
JP3406290B2
JP3406290B2 JP2000302249A JP2000302249A JP3406290B2 JP 3406290 B2 JP3406290 B2 JP 3406290B2 JP 2000302249 A JP2000302249 A JP 2000302249A JP 2000302249 A JP2000302249 A JP 2000302249A JP 3406290 B2 JP3406290 B2 JP 3406290B2
Authority
JP
Japan
Prior art keywords
silica gel
hydroxide
concentration
potassium hydroxide
added
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.)
Expired - Fee Related
Application number
JP2000302249A
Other languages
Japanese (ja)
Other versions
JP2002102861A (en
Inventor
幹治 松本
ユミ 吉川
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Individual
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Individual
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Priority to JP2000302249A priority Critical patent/JP3406290B2/en
Publication of JP2002102861A publication Critical patent/JP2002102861A/en
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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
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

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】本発明は薬液注入工法による
地盤改良工事、特に水ガラスグラウト剤による地盤改良
工事の際に発生する含水シリカゲル(以下「シリカゲ
ル」と称す)を含有する廃水を、主に水酸化アルカリ及
び凝集剤により処理して減容する廃水の処理方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to wastewater containing hydrous silica gel (hereinafter referred to as "silica gel") generated during ground improvement work by a chemical injection method, particularly ground improvement work using a water glass grout agent. The present invention relates to a method for treating wastewater that is treated with an alkali hydroxide and a coagulant to reduce the volume.

【0002】[0002]

【従来の技術】薬液注入工法による地盤改良工事は、珪
酸ナトリウムと硫酸を反応させて生じるシリカゲルによ
り軟弱な地盤を強化するものである。この反応過程にお
いてまず珪酸ナトリウム溶液と硫酸を特殊製造装置にて
シリカ溶液を作成しA液とし、希釈した珪酸ナトリウム
溶液B液を特殊モニターにて1:1(2:1、3:1、1:0)混合
し先端より対象とする地盤に浸透させ、土粒子間にシリ
カゲルを生成させるが、この過程で未反応のシリカ溶液
が地下水とともに地上に排出されて反応し、シリカゲル
が生成し、廃水が発生する。また、地上の未反応物が雨
水や雪解け水により混合されてシリカゲルが生成し廃水
が発生する。
2. Description of the Related Art Ground improvement work by a chemical injection method is to strengthen soft ground with silica gel produced by reacting sodium silicate and sulfuric acid. In this reaction process, first, a silica solution was prepared from a sodium silicate solution and sulfuric acid using a special manufacturing apparatus to prepare a solution A, and a diluted sodium silicate solution B solution was prepared with a special monitor at a ratio of 1: 1 (2: 1, 3: 1, 1). : 0) Mix and infiltrate the target ground from the tip to form silica gel between soil particles, but in this process unreacted silica solution is discharged to the ground along with groundwater and reacts, silica gel is formed, and waste water is generated. Occurs. In addition, unreacted substances on the ground are mixed with rainwater and snowmelt water to generate silica gel and generate wastewater.

【0003】シリカゲルは水分を約87%含み、廃水中に
懸濁している。廃水に占めるシリカゲルの重量比は最大
でも5%ほどであり土砂を除くほとんどは水である。
Silica gel contains about 87% water and is suspended in wastewater. The weight ratio of silica gel to the waste water is about 5% at maximum, and most of it is water except earth and sand.

【0004】このためシリカゲルを含んだ廃水の廃棄方
法の一つとして、工事現場に公共下水道が整備されてお
り、なおかつ廃水中のSS濃度が下水道の排出規制値より
も小さな場合は公共下水道へ排水できる。しかし含有さ
れているシリカゲルが下水処理される過程で濾過装置の
目詰まりを生じるという問題がある。
Therefore, as one of the methods for disposing of waste water containing silica gel, public sewers are installed at the construction site, and when the SS concentration in the waste water is smaller than the discharge regulation value of the sewers, the waste water is discharged to the public sewer. it can. However, there is a problem that the filtration device is clogged when the contained silica gel is treated as sewage.

【0005】公共下水道が整備されていなかったりある
いはSS濃度が大きく公共下水道に流せなかったりする場
合は産業廃棄物として産業廃棄物場に廃棄し、天日で水
分を除く方法が採られる。
If the public sewer is not maintained or if the SS concentration is too high to flow into the public sewer, it is discarded as industrial waste at an industrial waste site, and water is removed on the sun.

【0006】しかしこの方法では廃水の運搬に多くの費
用を要するほか廃棄に十分な広さの産廃場の確保も困難
である。
However, this method requires a large amount of cost for transporting the waste water, and it is also difficult to secure an industrial waste site of a sufficient size for disposal.

【0007】[0007]

【発明が解決しようとする課題】本発明の課題は珪酸ナ
トリウムと硫酸による薬液注入工法を施工する際に生じ
る、シリカゲルを含んだ廃水を水酸化アルカリ及び凝集
剤を用いて沈殿処理する方法において、シリカゲルと上
澄液の分離を容易にし、沈殿の含水量を減少させ、発生
した廃水を減容させ、廃棄物処理経費が少なくて済むよ
うな手段を提供することである。
An object of the present invention is to provide a method of precipitating wastewater containing silica gel, which is generated when a chemical solution injection method using sodium silicate and sulfuric acid is applied, by using an alkali hydroxide and a coagulant, The purpose of the present invention is to provide a means for facilitating the separation of the silica gel and the supernatant, reducing the water content of the precipitate, reducing the volume of waste water generated, and reducing the waste treatment cost.

【0008】[0008]

【課題を解決するための手段】本発明では、ケイ酸ナト
リウム及び硫酸を用いた薬液注入工法により発生するシ
リカゲルを含む廃水を、水酸化アルカリ、酸および凝集
剤を主とする薬剤で沈殿物を形成する処理方法におい
て、沈殿部と上澄部を容易に分離して上澄部を排水し、
廃水を減容する処置方法を提供する。
According to the present invention, wastewater containing silica gel generated by a chemical injection method using sodium silicate and sulfuric acid is used to form a precipitate with a chemical mainly containing an alkali hydroxide, an acid and a coagulant. In the treatment method to form, the precipitate part and the supernatant part are easily separated and the supernatant part is drained,
A treatment method for reducing the volume of waste water is provided.

【0009】好適には、水酸化アルカリ濃度が0.1mol/L
以上(pH=12.5以上)、凝集剤の濃度が0.5g/L以上とな
るように各々をシリカゲル含有廃水に添加してシリカゲ
ルを溶解し、酸を添加して中和することにより生じたシ
リカ化合物を凝集させ沈殿させる、シリカゲル含有廃水
の減容処理方法である。
Preferably, the alkali hydroxide concentration is 0.1 mol / L
Above (pH = 12.5 or higher), silica compounds produced by adding each to silica gel-containing wastewater to dissolve the silica gel so that the concentration of the coagulant becomes 0.5 g / L or more, and neutralizing by adding an acid. Is a method for reducing the volume of silica gel-containing wastewater, in which the wastewater is aggregated and precipitated.

【0010】さらに好適には、前記シリカゲルを前記水
酸化アルカリで溶解する過程で前記凝集剤を添加する。
More preferably, the aggregating agent is added in the process of dissolving the silica gel in the alkali hydroxide.

【0011】[0011]

【作用】本発明にしたがって廃水に水酸化アルカリを添
加するとシリカゲルは溶解される。しかる後にたとえば
硫酸などを用いて中和することにより再度シリカを含む
ゲルが発生し、廃水は懸濁する。シリカゲルが再生成す
る前に適当な凝集剤を加えておくことで沈降が容易なシ
リカを含むゲルの生成が可能となる。ゲル化に関与しな
いシリカは溶液中に溶解しているが、河川放流基準を満
たすpH範囲に溶液のpHを変化させてもゲルは生じな
いため上澄液を河川に放流することに支障はない。
When the alkali hydroxide is added to the waste water according to the present invention, the silica gel is dissolved. Then, the gel containing silica is generated again by neutralizing with, for example, sulfuric acid, and the waste water is suspended. By adding an appropriate coagulant before the silica gel is regenerated, it is possible to form a silica-containing gel that easily precipitates. Silica, which is not involved in gelation, is dissolved in the solution, but gelation does not occur even if the pH of the solution is changed to a pH range that meets the river discharge standards, so there is no problem in discharging the supernatant into the river. .

【0012】水酸化アルカリとして水酸化カリウムや水
酸化ナトリウム等が使用可能であるが、水酸化ナトリウ
ム等では溶解時間が大きくなるため、水酸化カリウムの
使用が好ましい。
Potassium hydroxide, sodium hydroxide and the like can be used as the alkali hydroxide, but sodium hydroxide and the like have a longer dissolution time, and therefore potassium hydroxide is preferably used.

【0013】凝集剤として水酸化カルシウムや炭酸カル
シウムなどの使用が可能である。
As the coagulant, calcium hydroxide, calcium carbonate or the like can be used.

【0014】[0014]

【発明の実施の形態】次に本発明を具体的にさらに詳説
する。なお、以下の実験においては次の一般的手法を用
いた。シリカゲル含有廃水として珪酸ナトリウムと硫酸
から合成したシリカゲル(乾燥固体分13%)を、純水中
に懸濁させたものを用いた。シリカゲルの濃度はアルカ
リ溶液と混合したときに5 wet g/Lとなるように調製し
た。廃水中のシリカゲルの溶解は前記シリカゲル懸濁液
に水酸化アルカリを固体あるいは液体で添加し、総量が
200mLとなるよう純水で調製したのち、ジャーテスター
を用いて撹拌回転数50rpmで1時間撹拌しながら行った。
このような処理を行った溶液に硫酸を加えて中和し、撹
拌した後、目盛付試験管に液面が10cmの高さになるよう
に移して静置し、沈殿形成の様子を観察した。溶液中の
シリカゲル濁度としてλ=600nmにおける吸光度を測定し
た。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in more detail below. The following general method was used in the following experiments. As silica gel-containing waste water, silica gel synthesized from sodium silicate and sulfuric acid (dry solid content 13%) suspended in pure water was used. The concentration of silica gel was adjusted to 5 wet g / L when mixed with an alkaline solution. To dissolve silica gel in waste water, add alkali hydroxide to the silica gel suspension as a solid or liquid,
It was prepared with pure water so as to have a volume of 200 mL, and then stirred with a jar tester at a stirring speed of 50 rpm for 1 hour.
Sulfuric acid was added to the solution thus treated to neutralize it, and after stirring, the solution was transferred to a graduated test tube so that the liquid level was 10 cm and allowed to stand, and the state of precipitate formation was observed. . The absorbance at λ = 600 nm was measured as the silica gel turbidity in the solution.

【0015】実施例: 水ガラス系グラウト材を用いた
地盤改良工事で発生するシリカゲル含有廃水を水酸化ア
ルカリと凝集剤で処理することができる。例えば水酸化
カリウムと水酸化カルシウムを用いた場合、水酸化カリ
ウムの含有量は、より好ましくは,0.5mol/L以上、水酸
化カルシウムは0.5g/L以上である。このときの温度は限
定されない。水酸化カリウムの濃度が低いと溶解に時間
を要する、水酸化カルシウムの過剰な添加は凝集性を向
上させることなく、むしろコストの増大を招く。
Example: Silica gel-containing wastewater generated in ground improvement work using a water glass grout material can be treated with an alkali hydroxide and a coagulant. For example, when potassium hydroxide and calcium hydroxide are used, the content of potassium hydroxide is more preferably 0.5 mol / L or more, and the content of calcium hydroxide is 0.5 g / L or more. The temperature at this time is not limited. If the concentration of potassium hydroxide is low, it takes a long time to dissolve, and excessive addition of calcium hydroxide does not improve the cohesiveness, but rather increases the cost.

【0016】他の水酸化アルカリを添加して溶解する
が、アルカリとしては水酸化カリウムが好適である。水
酸化ナトリウムも溶解力が劣るが使用することができ
る。水酸化カリウムを含むシリカゲルの含有廃水に凝集
剤を添加するがこの添加時期は水酸化カリウム添加前か
らシリカゲルを溶解する間、好ましくは水酸化カリウム
添加時が効果的である。
Although other alkali hydroxides are added and dissolved, potassium hydroxide is preferable as the alkali. Sodium hydroxide can also be used although it has poor solubility. The flocculant is added to the wastewater containing silica gel containing potassium hydroxide, and the addition time is effective before the addition of potassium hydroxide and during the dissolution of the silica gel, preferably when potassium hydroxide is added.

【0017】本発明にかかる廃水処理方法の好適な条件
はpH=12.5以上(水酸化カリウム濃度は0.1mol/L以
上)、凝集剤濃度0.5g/Lとなるように水酸化カリウムを
液状あるいは固体状で添加し、撹拌する。これによりシ
リカゲルは溶解するが、その時間は添加する水酸化カリ
ウムの濃度による。シリカゲルは希薄な水酸化カリウム
によっても溶解するが、溶解時間の短縮のためには0.5m
ol/L以上含有するのが望ましい。逆に水酸化カリウムが
過剰であると中和のための酸を多量に必要とすることに
なりコストがかかる。凝集剤の添加量は効果を発現させ
るために0.5g/L以上添加することが要求される。しかし
添加量が大きいと凝集、沈降時間は変わらないが凝集剤
を含む沈殿の量が増加し、処理コストがかかる。
The preferred conditions of the wastewater treatment method according to the present invention are pH = 12.5 or more (potassium hydroxide concentration is 0.1 mol / L or more) and coagulant concentration is 0.5 g / L. In the form of a mixture and stirred. This dissolves the silica gel, but the time depends on the concentration of potassium hydroxide added. Silica gel is also dissolved by dilute potassium hydroxide, but 0.5m is needed to shorten the dissolution time.
It is desirable to contain more than ol / L. On the contrary, if the potassium hydroxide is in excess, a large amount of acid for neutralization is required, which is costly. The coagulant is required to be added in an amount of 0.5 g / L or more in order to exert the effect. However, when the addition amount is large, the aggregation and sedimentation time does not change, but the amount of the sediment containing the aggregating agent increases, and the treatment cost increases.

【0018】本発明のかかるシリカゲル含有廃水の処理
は少なくとも一基の撹拌層で処理することができる。
The treatment of the silica gel-containing wastewater of the present invention can be conducted with at least one stirring layer.

【0019】<実験例1> アルカリの種類による溶解
性の検討 モデル廃水100mLに対して0.5mol/Lとなるように水酸化
カリウムあるいは水酸化ナトリウムを添加して撹拌し、
溶解を開始した。このときモデル廃水の濁度の経時変化
をλ=660nmで測定した。結果を図1に示す。
<Experimental Example 1> Examination of Solubility Depending on Alkali Type Potassium hydroxide or sodium hydroxide was added to 0.5 mL / L of model wastewater 100 mL and stirred,
The dissolution started. At this time, the change with time of the turbidity of the model wastewater was measured at λ = 660 nm. The results are shown in Figure 1.

【0020】この結果から、水酸化アルカリによってシ
リカゲルを溶解することができ、水酸化カリウムは溶解
力が大きなことがわかる。
From these results, it is understood that silica gel can be dissolved by alkali hydroxide and potassium hydroxide has a large dissolving power.

【0021】<実験例2> 水酸化カリウム濃度(廃水
のpH)の検討 さらに撹拌回転数を50rpm、撹拌時間を1時間に設定し、
シリカゲルの溶解と溶液のpHの関係を調べた。結果を図
2に示した。
<Experimental Example 2> Examination of potassium hydroxide concentration (pH of waste water) Further, the stirring speed was set to 50 rpm and the stirring time was set to 1 hour,
The relationship between the dissolution of silica gel and the pH of the solution was investigated. Figure the result
Shown in 2.

【0022】この結果から水酸化カリウム濃度の増大は
シリカゲルの溶解性の向上をもたらし、pH=12.5(水酸
化カリウム濃度0.1mol/L)以上の時に1時間でほぼ完全
にシリカゲルを溶解することがわかった。
From these results, an increase in the concentration of potassium hydroxide brings about an improvement in the solubility of silica gel, and it is possible to dissolve the silica gel almost completely in 1 hour at pH = 12.5 (potassium hydroxide concentration 0.1 mol / L) or higher. all right.

【0023】<実験例3> 凝集剤添加時期の選定 シリカゲルを溶解し中和によって再ゲル化する過程での
凝集剤の添加時期について、凝集剤として水酸化カルシ
ウムを用いて検討した。添加時期は(1)モデル廃液に
水酸化カリウムを添加する際に同時に添加した場合と、
(2)モデル廃液に水酸化カリウムを添加して1時間溶
解した後に水酸化カルシウムを添加した場合、各につい
て溶液を中和処理して再ゲル化と沈殿形成の比較を行っ
た。
<Experimental Example 3> Selection of time for adding coagulant The time for adding coagulant in the process of dissolving silica gel and re-gelling by neutralization was examined using calcium hydroxide as a coagulant. The addition timing is (1) when adding potassium hydroxide at the same time when adding potassium hydroxide to the model waste liquid,
(2) When potassium hydroxide was added to the model waste liquid and dissolved for 1 hour, and then calcium hydroxide was added, the solutions were neutralized for each and the regelation and the precipitation formation were compared.

【0024】その結果(1)の場合には、中和後約10分
でほぼ沈降は終わり、廃液全量のうちの約25vol%の沈殿
が生成した。上澄液は無色透明で1日静置した後にも状
態は変わらなかった。(2)の場合は凝集がわずかにし
か起こらず上澄液は中和直後から白濁し、生じた微細な
ゲル状物質は沈降することなく1日後には廃液全体がゲ
ル化した。この結果から凝集剤はシリカゲルを水酸化カ
リウムで溶解する過程で添加することが望ましく、完全
に溶解後に添加しても効果はほとんどないといえた。
As a result, in the case of (1), the sedimentation was almost completed about 10 minutes after the neutralization, and about 25 vol% of the total amount of the waste liquid was formed. The supernatant was colorless and transparent, and the state did not change even after standing for 1 day. In the case of (2), only a slight amount of aggregation occurred, the supernatant liquid became cloudy immediately after neutralization, and the generated fine gel-like substance did not settle, and the entire waste liquid gelled after 1 day. From this result, it was desirable to add the coagulant in the process of dissolving silica gel with potassium hydroxide, and it can be said that there is almost no effect even if it is added after completely dissolving.

【0025】<実験例4> 凝集剤としての水酸化カル
シウムの添加量の検討。 中和により再ゲル化するシリカゲルを凝集させるための
水酸化カルシウムの添加量を検討した。水酸化カルシウ
ムは水酸化カリウムと同時に添加した。結果を図3に示
す。
<Experimental Example 4> Examination of the addition amount of calcium hydroxide as a coagulant. The amount of calcium hydroxide added to agglomerate the silica gel that regels by neutralization was examined. Calcium hydroxide was added at the same time as potassium hydroxide. The results are shown in Figure 3.

【0026】液面が10cmの高さになるよう試験管に廃液
を入れ、凝集剤を添加した。いずれの濃度においても沈
殿は速やかに起こり、約10分で一定となった。0.1g/Lの
凝集剤濃度でも沈降に十分な効果があるが、沈殿高さは
0.5g/L以上で一定であり水酸化カルシウムの添加量は添
加後の濃度が0.5g/Lでよいとことがわかった。
Waste liquid was placed in a test tube so that the liquid surface was 10 cm high, and a flocculant was added. Precipitation occurred rapidly at any concentration and became constant in about 10 minutes. A flocculant concentration of 0.1 g / L has a sufficient effect on sedimentation, but the sedimentation height is
It was found to be constant above 0.5 g / L, and it was found that the added amount of calcium hydroxide should be 0.5 g / L after the addition.

【0027】<実験例5> 地盤改良工事廃水の処理 実工事廃水(pH=9.6、シリカゲル濃度43wet g/L)にフ
レーク状の水酸化カリウムをその濃度が0.5mol/Lとなる
ように添加した。同時に水酸化カルシウムを濃度が0.5g
/Lとなるよう添加し、1時間撹拌した。溶解後、60%硫酸
を用いて中和し、静置した。このときの沈殿生成量及び
上澄液の様子を観察した。また、沈殿に含まれるシリカ
ゲル量を測定した。
<Experimental Example 5> Treatment of ground improvement work wastewater Flake potassium hydroxide was added to actual work wastewater (pH = 9.6, silica gel concentration 43 wet g / L) to a concentration of 0.5 mol / L. . At the same time, the concentration of calcium hydroxide is 0.5g
/ L was added to the mixture so that the mixture was stirred for 1 hour. After dissolution, it was neutralized with 60% sulfuric acid and left to stand. At this time, the amount of precipitate formed and the appearance of the supernatant were observed. Moreover, the amount of silica gel contained in the precipitate was measured.

【0028】その結果、無色透明な上澄液と分離しやす
い沈殿部とに、体積比として上澄液:沈殿=7:3に分離し
た。このとき廃液中有のシリカゲルは沈殿部に約40%、
上澄部に約60%溶解していることがわかった。しかしこ
の上澄液中にはほとんどSSが含まれていないこと、河川
法流可能なpH範囲において数日間静置しても再ゲル化が
見られなかったことから、この上澄液は河川に排水する
ことが可能である。
As a result, the colorless and transparent supernatant was separated into a precipitate part that was easy to separate, and the volume ratio of the supernatant was 7: 3. At this time, the silica gel contained in the waste liquid is about 40% in the precipitation part
It was found that about 60% was dissolved in the supernatant. However, this supernatant contained almost no SS, and no re-gelation was observed even after standing for several days in the pH range where river flow was possible. It can be drained.

【0029】[0029]

【発明の効果】本発明によれば、水酸化アルカリによる
シリカゲルの溶解と、中和時に再生するシリカゲルを凝
集剤により沈殿させることで、フィルタープレスや通常
の沈殿処理では分離が困難であるシリカゲルを含む廃水
を効率的に上澄液と沈殿部に分離して減容することがで
きる。
According to the present invention, by dissolving silica gel with an alkali hydroxide and precipitating the silica gel regenerated at the time of neutralization with an aggregating agent, it is possible to remove silica gel which is difficult to separate by filter press or ordinary precipitation treatment. It is possible to efficiently separate the waste water containing it into a supernatant and a precipitation part to reduce the volume.

【0030】これにより、珪酸ナトリウムと硫酸による
薬液注入工法を施工する際に生じる、シリカゲルを含ん
だ廃水の処理において、シリカゲルと上澄液の分離を容
易にし、沈殿の含水量を減少させ、発生した廃水を減容
させ、廃棄物処理経費が少なくて済むという効果が得ら
れる。
Thus, in the treatment of wastewater containing silica gel, which occurs when the chemical solution injection method using sodium silicate and sulfuric acid is applied, the separation of silica gel and the supernatant liquid is facilitated, the water content of the precipitate is reduced, and It is possible to reduce the volume of the waste water and reduce the waste treatment cost.

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

【図1】シリカゲル含有廃水に水酸化カリウムおよび水
酸化ナトリウム濃度が各々0.5mol/Lとなるように添加し
て撹拌した時の、溶液濁度と撹拌時間の関係を示したも
のである。
FIG. 1 shows the relationship between solution turbidity and stirring time when adding potassium hydroxide and sodium hydroxide to the silica gel-containing wastewater such that the concentration of each is 0.5 mol / L and stirring.

【図2】シリカゲル溶解に及ぼす水酸化カリウム濃度の
影響を、溶液のpHと1時間撹拌したときの濁度の関係で
示したものである。
FIG. 2 shows the effect of potassium hydroxide concentration on silica gel dissolution in the relationship between the pH of the solution and the turbidity after stirring for 1 hour.

【図3】シリカゲルを水酸化アルカリで溶解させた後中
和し、再生成したシリカゲルが沈降していく過程を、水
酸化カルシウム濃度と10分間静置後の沈殿高さの関係で
示したものである。
FIG. 3 shows a process in which silica gel dissolved in alkali hydroxide is neutralized and then regenerated silica gel is precipitated, in terms of the relationship between the calcium hydroxide concentration and the precipitation height after standing for 10 minutes. Is.

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) C02F 1/52 - 1/56 B01D 21/01 E02D 3/12 ─────────────────────────────────────────────────── ─── Continuation of the front page (58) Fields surveyed (Int.Cl. 7 , DB name) C02F 1/52-1/56 B01D 21/01 E02D 3/12

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水酸化アルカリ濃度が0.1mol/L以上(pH
=12.5以上)、凝集剤の濃度が0.5g/L以上となるように
各々をシリカゲル含有廃水に添加してシリカゲルを溶解
し、酸を添加して中和することにより生じたシリカ化合
物を凝集させ沈殿させる、シリカゲル含有廃水の減容処
理方法。
1. The alkali hydroxide concentration is 0.1 mol / L or more (pH
= 12.5 or more), add each to the silica gel-containing wastewater so that the concentration of the coagulant is 0.5 g / L or more, dissolve the silica gel, and add an acid to neutralize the resulting silica compound. A method for reducing the volume of silica gel-containing wastewater to be precipitated.
【請求項2】 前記シリカゲルを前記水酸化アルカリで
溶解する過程で前記凝集剤を添加することを特徴とする
請求項1に記載のシリカゲル含有廃水の減容処理方法。
2. The method for reducing volume of silica gel-containing wastewater according to claim 1, wherein the flocculant is added in the process of dissolving the silica gel in the alkali hydroxide.
JP2000302249A 2000-10-02 2000-10-02 Method for treating wastewater containing silica gel Expired - Fee Related JP3406290B2 (en)

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JP3406290B2 true JP3406290B2 (en) 2003-05-12

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Publication number Priority date Publication date Assignee Title
JP5407096B1 (en) * 2013-08-12 2014-02-05 強化土株式会社 Ground improvement method
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