JPH0143593B2 - - Google Patents

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Publication number
JPH0143593B2
JPH0143593B2 JP56026943A JP2694381A JPH0143593B2 JP H0143593 B2 JPH0143593 B2 JP H0143593B2 JP 56026943 A JP56026943 A JP 56026943A JP 2694381 A JP2694381 A JP 2694381A JP H0143593 B2 JPH0143593 B2 JP H0143593B2
Authority
JP
Japan
Prior art keywords
water
exchange resin
silicic acid
anion exchange
basic anion
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
Application number
JP56026943A
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Japanese (ja)
Other versions
JPS57144040A (en
Inventor
Juji Haraguchi
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.)
Organo Corp
Original Assignee
Organo Corp
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Filing date
Publication date
Application filed by Organo Corp filed Critical Organo Corp
Priority to JP56026943A priority Critical patent/JPS57144040A/en
Publication of JPS57144040A publication Critical patent/JPS57144040A/en
Publication of JPH0143593B2 publication Critical patent/JPH0143593B2/ja
Granted legal-status Critical Current

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  • Separation Using Semi-Permeable Membranes (AREA)
  • Treatment Of Water By Ion Exchange (AREA)

Description

【発明の詳細な説明】 本発明は弱塩基性陰イオン交換樹脂を特殊な条
件化で用いることにより珪酸を含有する水から選
択的に珪酸を除去する方法に関するものである。 集積回路(I.C)や大規模集積回路(L.S.I)を
製造する電子工業においては、その製品の洗浄に
コロイド状物質およびイオンの量をppb(parts
per billion,10億分の1単位)オーダまで減少さ
せたいわゆる超純水を必要とする。このような超
純水を製造する場合、近年において逆浸透膜法が
用いられることが多い。すなわち、凝集沈殿処
理、活性炭過などの適当な前処理をした原水を
逆浸透膜装置で処理して減塩し、次いでこの減塩
した原水を純水製造装置、精密過装置、ポリシ
ヤーなどで処理するのが一般的である。逆浸透膜
装置は逆浸透膜に原水を浸透圧以上の加圧下で供
給し、塩類の大半を逆浸透膜で阻止して塩類を減
少させた透過水を処理水として得るとともに、塩
類を濃縮した非透過水を排出するものであるが、
この処理中に原水に含まれているコロイド状物質
も逆浸透膜で阻止することができるので、前記超
純水の製造には好都合である。 逆浸透膜装置は以上のような操作で原水を処理
するのであるから、原水の濃縮倍率を大きくすれ
ばする程、一定の供給原水から多量の透過水を得
ることができ、コスト的に有利となる。しかし濃
縮倍率をあまり大きくすると比較的溶解度の小さ
い珪酸が濃縮系、特に膜面付近で析出し、その結
果逆浸透膜を汚染し、その性能を低下させる。し
たがつて珪酸含有量の多い原水を高収率下で逆浸
透膜装置で処理せんとする場合は、その前段で何
らかの除珪酸処理を行なう必要があるが、従来よ
り行なわれている珪酸の除去方法はいづれも満足
するものでなく採用し難い。たとえば従来法であ
る水酸化マグネシウムや水酸化アルミニウムなど
のフロツクに珪酸を吸着させて共沈除去する凝集
沈殿法は、珪酸の除去率が小さく、かつスラツジ
が多量に発生し、二次処理を必要とするので好ま
しくなく、また従来のイオン交換法は珪酸のみを
除去することができず、他のイオンも併せて除去
せねばならない。たとえば再生効率のよい弱塩基
性陰イオン交換樹脂を用いて水中の珪酸を除去す
る従来のイオン交換による珪酸の除去方法に以下
のような方法がある。すなわち原水に弗化ナトリ
ウムや弗化カルシウムなどの弗化物を添加してH
形の強酸性陽イオン交換樹脂とOH形の弱塩基性
陰イオン交換樹脂に通水する方法である。このよ
うにすると強酸性陽イオン交換樹脂の処理水中の
珪酸は珪弗化水素酸という強酸となるので、弱塩
基性陰イオン交換樹脂でも除去することが可能と
なる。この従来のイオン交換法は通常では弱塩基
性陰イオン交換樹脂では除去できない珪酸を、弗
化物を添加することにより弱塩基性陰イオン交換
樹脂で除去することができるので、強塩基性陰イ
オン交換樹脂を用いる場合と比較して再生剤費を
低下させることができる。しかし当該イオン交換
法は基本的には脱塩であつて、原水中の種々のカ
チオンや、他のアニオンも併せて除去するので、
処理コストが高く、さらに脱塩装置である逆浸透
膜装置の前段に逆浸透膜装置より処理コストの高
いイオン交換による脱塩装置を設置することは合
理的でない。 本発明者はかかる技術課題すなわち逆浸透膜装
置の前処理として採用できるような低コストで珪
酸のみを選択的かつ効果的に除去する方法を種々
検討した結果、弗化水素酸を吸着させた弱塩基性
陰イオン交換樹脂層に珪酸を含有する水を通水す
ると、珪酸のみが選択的かつ効果的に除去できる
ことを知見した。すなわち本発明は以上の知見に
基づいて想到し得たもので、弗化水素酸を吸着さ
せた弱塩基性陰イオン交換樹脂に珪酸を含有する
水を通水することを特徴とする水中の珪酸除去方
法に関するものである。 以下に本発明を詳細に説明する。 OH形の弱塩基性陰イオン交換樹脂に弗化水素
酸を通薬すると弗化水素酸が吸着されるが、当該
弱塩基性陰イオン交換樹脂に、珪酸を含有する水
を通水すると珪酸を効果的に除去することができ
る。 すなわち実施例で示したごとく約120ppm as
SiO2の珪酸を含む水を当該弱塩基性陰イオン交
換樹脂層で処理すると、その処理水の珪酸を
1ppm as SiO2以下とすることができる。 この珪酸の除去機構はまだ明らかではないが、
おそらく以下のような反応によるものと考えられ
る。 すなわち弗化水素酸は希薄液の場合は(1)式のご
とく解離し、濃厚液の場合は(2)式のごとく解離す
るとされているが、かかる弗化水素酸をOH形の
弱塩基性陰イオン交換樹脂に通薬すると、そのイ
オン形は解離の程度によりF形またはHF2形ある
いはF形とHF2形の混合体となると考えられる。 HFH++F- ……(1) 2HFH++HF- 2 ……(2) このようなF形またはHF2形あるいはF形と
HF2形の混合形にした弱塩基性陰イオン交換樹脂
は水中の珪酸と(3)式および(4)式のごとく反応する
と考えられる。 R(≡NHF)6+SiO2+3H2O→ R≡NHHSiF6+R(≡NHOH)5 ……(3) R(≡NHHF2)3+SiO2→ R≡NHHSiF6+R(≡NHOH)2 ……(4) 本発明における珪酸の除去機構は(3)式によるも
のか、または(4)式によるものか、あるいは(3)式と
(4)式が同時に起つているものか明らかではない
が、当該弱塩基性陰イオン交換樹脂で確実に水中
の珪酸を除去することができる。なお、本発明に
おいてはF形、HF2形、F形とHF2形の混合形の
弱塩基性陰イオン交換樹脂を総称して弗化水素酸
を吸着させた弱塩基性陰イオン交換樹脂という。 このような弗化水素酸を吸着させた弱塩基性ア
ニオン交換樹脂は原水中の他のアニオンたとえば
塩素イオン、硫酸イオン、炭酸水素イオンなどと
ほとんど反応せず、選択的に水中の珪酸と反応す
るので、吸着させた弗化水素酸を珪酸の除去のみ
に有効に使用することができる。 なお、通水を続行するとついには珪酸の貫流点
に達するが、(3)式あるいは(4)式に示したように珪
酸の吸着によりOH形の弱塩基性陰イオン交換樹
脂が生成されるので、一度貫流点に達した後、当
該樹脂層に弗化水素酸を通薬して(5)式あるいは(6)
式に示したごとくこのOH形の弱塩基性陰イオン
交換樹脂に弗化水素酸を吸着させることによりふ
たたび通水を続行することができる。 R≡NHOH+HF→R≡NHF+H2O ……(5) R≡NHOH+2HF→R≡NHHF2+H2O
……(6) ただし貫流点に一度達した後に弗化水素酸を通
薬してふたたび通水を続行したときの処理水の珪
酸の漏出量は逐次大きくなる傾向にあるので、適
当なところで通水を打切り後述する再生をせねば
ならない。 なお、以上のような珪酸の貫流点に達した時に
行なう弗化水素酸の通薬は、前述のごとく通水を
中断して当該樹脂層に弗化水素酸を通薬してもよ
いし、あるいは通水を中断することなく、原水に
濃厚な弗化水素酸をスポツト的に添加してもよ
い。 また通水当初から原水に小量の弗化水素酸を添
加しながら弗化水素酸を吸着させた弱塩基性陰イ
オン交換樹脂に通水すると、(3)式あるいは(4)式と
(5)式あるいは(6)式を同時に進行させることができ
るので、前述した弗化水素酸の通水途中における
通薬を省略することができる。ただしこの場合は
原水中に炭酸水素イオンが存在すると、添加した
弗化水素酸が(7)式に示したごとく中和により弗化
水素塩となつてしまい、(5)式および(6)式の反応に
寄与しなくなるので、原水中の炭酸水素イオンを
あらかじめ除去した方が好ましい。 NaHCO3+HF→NaF+H2CO3 ……(7) 以上説明したような通水により、弱塩基性陰イ
オン交換樹脂が珪弗化水素酸で飽和した場合は以
下の再生を行なう。 すなわちまずカ性ソーダ溶液を通薬して珪弗化
水素酸を脱着し、弱塩基性陰イオン交換樹脂を
OH形とする。この時の反応は(8)式または(9)式ま
たは(10)式にしたがうものと考えられる。 R≡NHHSiF6+NaOH→ R≡NHOH+NaHSiF6 ……(8) R≡NHHSiF6+2NaOH→ R≡NHOH+Na2SiF6+H2O ……(9) R≡NHHSiF6+8NaOH→ R≡NHOH+6NaF+Na2SiO3+4H2O ……(10) 次いで常法により押出し、洗浄を行なつた後、
弗化水素酸を通薬し、(5)式あるいは(6)式に示した
ごとく弱塩基性陰イオン交換樹脂に弗化水素酸を
吸着させ、その後常法により押出し、洗浄を行な
い再生を終了する。なお強塩基性陰イオン交換樹
脂を用いる純水製造装置が併せて設置されている
場合は当該強塩基性陰イオン交換樹脂の再生廃液
を前記珪弗化水素酸の脱着に用いることができ
る。 以上説明したごとく弗化水素酸を吸着させた弱
塩基性陰イオン交換樹脂に珪酸を含む水を通水す
ると選択的および効果的に珪酸を除去することが
できるが、その処理水中には微量ではあるが、弗
化と珪酸が漏洩する。ただしこの処理水をOH形
の弱塩基性陰イオン交換樹脂層に通水すると、弗
化と珪酸をさらに除去することができるので、情
況に応じて弗化水素酸を吸着させた弱塩基性陰イ
オン交換樹脂の後段にOH形の弱塩基性陰イオン
交換樹脂層を設置するとよい。 なおこのように弗化水素酸を吸着させた弱塩基
性陰イオン交換樹脂層(第1塔)とOH形の弱塩
基性陰イオン交換樹脂(第2塔)に原水をシリー
ズに通水して処理した場合の第1塔目の珪弗化水
素酸の脱着に関してはカ性ソーダ溶液を第2塔か
ら第1塔にシリーズに通薬するとよい。 次に本発明に使用する弱塩基性陰イオン交換樹
脂について説明する。 本発明に使用する弱塩基性陰イオン交換樹脂
は、ポリアミン、1.2級アミン、3級アミンなど
を交換基の主体とし、樹脂の母体はスチレンとジ
ビニルベンゼンの共重合体、アクリルとジビニル
ベンゼンの共重合体、あるいはフエノール系のも
のであり、アンバーライト(登録商標)IRA―
93,IRA―94,IRA―68,IRA―47,IR―45、
ダイヤイオン(登録商標)WA10,WA20,
WA30、レバチツト(登録商標)WP62,MP64
など、あるいはこれらと同等のものを使用するこ
とができる。なお弱塩基性陰イオン交換樹脂には
塩基性度の強いものから弱いものまで各種のもの
があり、比較的塩基性度の強い弱塩基性陰イオン
交換樹脂は、場合によつては中塩基性陰イオン交
換樹脂と呼称されることがあるが、本発明でいう
弱塩基性陰イオン交換樹脂はこのような中塩基性
陰イオン交換樹脂もその範囲に含む。 次に本発明の実施態様を説明する。 第1図は本発明を電子工業の超純水の製造工程
である逆浸透膜装置と混床式純水製造装置からな
る脱塩装置の前処理として実施した場合のフロー
の説明図であつて、1は脱炭酸装置、2は弗化水
素酸を吸着させた弱塩基性陰イオン交換樹脂3を
充填した珪酸吸着塔、4はOH形弱塩基性陰イオ
ン交換樹脂3′を充填したW―OH塔、5は逆浸
透膜装置、6は強塩基性陰イオン交換樹脂7と強
酸性陽イオン交換樹脂8を充填した混床式純水製
造装置である。 まず通水について説明すると、凝集沈殿、過
あるいは活性炭過などの前処理をした原水9に
塩酸あるいは硫酸などの鉱酸10を添加して、原
水9中に含まれている炭酸水素イオンを遊離炭酸
として脱炭酸装置1であらかじめ除去する。なお
原水中の炭酸水素イオンをあらかじめ除去する理
由は、逆浸透膜装置5では炭酸水素イオンが除去
しにくいのと、本発明の脱珪方法においては原水
の炭酸水素イオンの量が少ないほうが、弗化水素
酸を吸着させた弱塩基性陰イオン交換樹脂の加水
分解率が小さいので、貫流容量的にやや有利とな
るからである。ただし本発明においてはかならず
しも原水中の炭酸水素イオンを除去せねばならな
いというものでもなく、情況に応じて本工程を省
略してもさしつかえない。 次に遊離炭酸を除去した原水を珪酸吸着塔2に
通水する。当該通水により前述した(3)式または(4)
式あるいは(3)式と(4)式により原水中の珪酸を除去
することができる。なお珪酸吸着塔2の処理水は
平均すると2ppm as SiO2前後の珪酸と1ppm as
F前後の弗素が漏洩するが、当該処理水を図に示
したようにW―OH塔4に通水することにより、
さらに珪酸と弗素の量を低下させることができ
る。なお珪酸吸着塔2で処理しただけでも原水の
珪酸の大部分を除去することができ、かつ弗素の
漏洩量も少ないので、珪酸吸着塔2の処理水をか
ならずしもOH形弱塩基性陰イオン交換樹脂3′
を充填したW―OH塔に通水する必要がなく、情
況に応じて当該W―OH塔の設置を省略してさし
つかえない。このようにして珪酸を除去した原水
9′を逆浸透膜装置5で処理する。 逆浸透膜装置5においては原水9′の珪酸の量
が大巾に低下しているので、濃縮倍量を大きくす
ることができ、多量の透過水11を得ることがで
きる。次いで当該透過水を混床式純水製造装置6
に通水して純水12を得る。なお図示してないが
当該純水12を精密過処理や殺菌処理や、さら
にポリシヤーなどで処理して超純水を製造する。 当該通水により珪酸吸着塔2においては前述し
たごとく一時的に珪酸が漏洩してくるが、この場
合には通水を中断し約5重量%の弗化水素酸13
を珪酸吸着塔2に通薬し、(5)式あるいは(6)式に示
したごとく通水により生成したOH形の弱塩基性
陰イオン交換樹脂に弗化水素酸を吸着させふたた
び通水を続行する。 なおこのような通水途中における弗化水素酸処
理をしても珪酸の除去能力がそれほど回復しなく
なつたら以下の再生を行なう。すなわち混床式純
水製造装置6を常法により逆洗分離し、5重量%
前後のカ性ソーダ溶液14を強塩基性陰イオン交
換樹脂7に通薬して当該陰イオン交換樹脂を再生
し、その再生廃液15をW―OH塔4および珪酸
吸着塔2にシリーズに通薬する。その後常法によ
り押出洗浄を行ない、珪酸吸着塔2に約5重量%
の弗化水素酸13を通薬し、弱塩基性陰イオン交
換樹脂3にふたたび弗化水素酸を吸着させる。な
お混床式純水製造装置6の強酸性陽イオン交換樹
脂8については常法により塩酸16で再生し、両
イオン交換樹脂を混合する。 図に示したように混床式純水製造装置6が併設
されている場合は前述のごとく当該再生廃液15
をW―OH塔4および珪酸吸着塔2の再生に用い
ることができるが、このようなカ性ソーダを含む
再生廃液がない場合は2〜5重量%のカ性ソーダ
溶液を用いてW―OH塔および珪酸吸着塔2を再
生すればよい。 なおカ性ソーダあるいは再生廃液15の通薬に
より(8)式ないし(10)式により珪弗化水素酸が脱着さ
れるが、当該脱着液の処理としてはたとえば石灰
などを添加して当該脱着液中の弗素成分を弗化カ
ルシウムとして析出除去するとよい。 また集積回路や大規模集積回路などを製造する
電子工業においては当該製品の洗浄に弗化水素酸
を用いるので、弗化水素酸を含む洗浄酸廃液が排
出される。したがつて当該洗浄酸廃液の弗化水素
酸の純度が比較的高い場合は、当該洗浄酸廃液を
弱塩基性陰イオン交換樹脂に弗化水素を吸着させ
る際に用いることができる。 さらに弗化水素酸としては、弗化ナトリウム溶
液をH形強酸性陽イオン交換樹脂で処理すること
によつても得られるので、場合によつてはこのよ
うな手法で得た弗化水素酸を用いてもさしつかえ
ない。 以上説明したように本発明は弗化水素酸を吸着
させた弱塩基性陰イオン交換樹脂によつて、水中
の珪酸を選択的かつ効果的に除去でき、さらに弱
塩基性陰イオン交換樹脂は再生効率がよいので再
生剤の使用量も僅かですみ、また本発明を電子工
業の超純水の製造工程などに応用した場合は、弗
化水素酸を含む洗浄酸廃液や混床式純水製造装置
の再生廃液なども用いることができるので再生剤
費をさらに低下させることができ、全体の超純水
製造コストを大巾に低下させることができる。 以下に本発明の実施例を説明するが、本発明の
要旨は以上説明した通りであり、本発明は以下の
実施例に限定されるものではない。 実施例 弱塩基性陰イオン交換樹脂アンバーライトIRA
―94をそれぞれ0.5づつ充填した樹脂層高600mm
の試験用カラムを2本用意し、両者に5重量%の
カ性ソーダ溶液を通薬し、常法により押出、洗浄
を行ないそれぞれの弱塩基性陰イオン交換樹脂を
完全にOH形とした。次いで一方のカラムのみに
約5重量%の弗化水素酸1eq/―樹脂をSV8で
通薬し、常法により押出洗浄を行ない弱塩基性陰
イオン交換樹脂に弗化水素酸を吸着させた。次い
で弗化水素酸を吸着させた弱塩基性陰イオン交換
樹脂を充填した一方のカラムを前段カラムとし、
OH形の弱塩基性陰イオン交換樹脂を充填した他
方のカラムを後段カラムとし、第1表に示した原
水をシリーズにLV20m/Hの流速で通水した。
また前段カラムの処理水に珪酸が漏洩した点で通
水を中断し、前段カラムに約5重量%の弗化水素
酸0.5eq/―樹脂を通薬し、ふたたび通水した。
このような通水の抵中に弗化水素酸を添加する同
じ操作を2回行なつた。以上の通水結果を第2図
に示した。 第2図において実線Aは前段カラム(弗化水素
酸を吸着させた弱塩基性陰イオン交換樹脂を充填
したカラム)の処理水の珪酸濃度を示し、実線
A′は後段カラム(OH形の弱塩基性陰イオン交換
樹脂を充填したカラム)の処理水の珪酸濃度を示
し、また点線Bは当該前段のカラムの処理水の弗
素濃度を示し、点線B′は当該後段カラムの処理
水の弗素濃度を示す。 第2図に見られるごとく原水中に存在する
120ppm as SiO2の珪酸は前段の弗化水素酸を吸
着させた弱塩基性陰イオン交換樹脂によつて平均
2ppm as SiO2前後まで除去でき、また後段に設
置したOH形弱塩基性陰イオン交換樹脂によつて
さらに0.5ppm as SiO2まで除去できた。 また通水の途中で前段カラムに弗化水素酸を通
薬することにより前段カラムの珪酸の除去能力が
回復した。 【表】
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for selectively removing silicic acid from water containing silicic acid by using a weakly basic anion exchange resin under special conditions. The electronics industry, which manufactures integrated circuits (ICs) and large-scale integrated circuits (LSIs), uses ppb (parts per billion) amounts of colloidal substances and ions to clean their products.
It requires so-called ultra-pure water that has been reduced to the order of one-billionth of a billionth of a billionth of a billionth of a billionth of an inch. When producing such ultrapure water, reverse osmosis membrane method is often used in recent years. In other words, raw water that has undergone appropriate pretreatment such as coagulation sedimentation treatment and activated carbon filtration is treated with a reverse osmosis membrane device to reduce salt, and then this salt-reduced raw water is treated with a water purification device, precision filtration device, polisher, etc. It is common to do so. The reverse osmosis membrane device supplies raw water to the reverse osmosis membrane under pressure higher than the osmotic pressure, and the reverse osmosis membrane blocks most of the salts to obtain permeated water with reduced salts as treated water, as well as concentrating the salts. It discharges non-permeable water,
During this treatment, colloidal substances contained in the raw water can also be blocked by the reverse osmosis membrane, which is advantageous for producing the ultrapure water. Since reverse osmosis membrane equipment processes raw water through the operations described above, the higher the concentration ratio of raw water, the more permeated water can be obtained from a fixed supply of raw water, which is advantageous in terms of cost. Become. However, if the concentration ratio is increased too much, silicic acid with relatively low solubility will precipitate in the concentration system, especially near the membrane surface, resulting in contamination of the reverse osmosis membrane and deterioration of its performance. Therefore, if raw water with a high silicic acid content is to be treated with a reverse osmosis membrane device at a high yield, it is necessary to perform some kind of silicic acid removal treatment in the previous stage. None of the methods are satisfactory and difficult to adopt. For example, the conventional coagulation-sedimentation method, in which silicic acid is adsorbed onto flocs such as magnesium hydroxide or aluminum hydroxide and removed by coprecipitation, has a low removal rate of silicic acid, generates a large amount of sludge, and requires secondary treatment. Furthermore, conventional ion exchange methods cannot remove only silicic acid, and other ions must also be removed. For example, the following methods are conventional methods for removing silicic acid by ion exchange, in which silicic acid is removed from water using a weakly basic anion exchange resin with good regeneration efficiency. That is, by adding fluorides such as sodium fluoride and calcium fluoride to raw water,
This method involves passing water through a strongly acidic cation exchange resin in the OH type and a weakly basic anion exchange resin in the OH type. In this way, the silicic acid in the water treated with the strongly acidic cation exchange resin becomes a strong acid called hydrosilicic acid, so that it can be removed even with the weakly basic anion exchange resin. In this conventional ion exchange method, silicic acid, which cannot normally be removed with a weakly basic anion exchange resin, can be removed with a weakly basic anion exchange resin by adding fluoride. The regenerant cost can be reduced compared to the case where resin is used. However, the ion exchange method is basically desalination and also removes various cations and other anions in the raw water.
The processing cost is high, and furthermore, it is not reasonable to install a desalination device using ion exchange, which has a higher processing cost than a reverse osmosis membrane device, upstream of a reverse osmosis membrane device, which is a desalination device. The present inventor has investigated various methods for selectively and effectively removing only silicic acid at a low cost, which can be adopted as a pretreatment for reverse osmosis membrane equipment, and found that a weak It has been found that when water containing silicic acid is passed through the basic anion exchange resin layer, only silicic acid can be selectively and effectively removed. That is, the present invention has been conceived based on the above findings, and is characterized in that it is possible to obtain silicic acid in water by passing water containing silicic acid through a weakly basic anion exchange resin on which hydrofluoric acid has been adsorbed. This relates to a removal method. The present invention will be explained in detail below. When hydrofluoric acid is passed through an OH type weakly basic anion exchange resin, hydrofluoric acid is adsorbed, but when water containing silicic acid is passed through the weakly basic anion exchange resin, silicic acid is absorbed. can be effectively removed. That is, as shown in the example, about 120ppm as
When water containing silicic acid (SiO 2 ) is treated with the weakly basic anion exchange resin layer, the silicic acid in the treated water is removed.
It can be 1 ppm as SiO 2 or less. Although the mechanism for removing silicic acid is not yet clear,
This is probably due to the following reaction. In other words, it is said that hydrofluoric acid dissociates as shown in equation (1) when it is a dilute solution, and as shown in equation (2) when it is a concentrated solution. When the drug is passed through an anion exchange resin, the ionic form is considered to be F form, HF 2 form, or a mixture of F form and HF 2 form, depending on the degree of dissociation. HFH + +F - ...(1) 2HFH + +HF - 2 ...(2) Such F type or HF 2 type or F type
It is thought that the weakly basic anion exchange resin in the mixed form of HF 2 reacts with silicic acid in water as shown in equations (3) and (4). R(≡NHHF) 6 +SiO 2 +3H 2 O→ R≡NHHSiF 6 +R(≡NHOH) 5 ……(3) R(≡NHHF 2 ) 3 +SiO 2 → R≡NHHSiF 6 +R(≡NHOH) 2 ……( 4) Is the silicic acid removal mechanism in the present invention based on formula (3), formula (4), or combination of formula (3) and
Although it is not clear whether formula (4) occurs at the same time, the weakly basic anion exchange resin can reliably remove silicic acid from water. In the present invention, the F type, HF 2 type, and mixed type F and HF 2 type weakly basic anion exchange resins are collectively referred to as weakly basic anion exchange resins adsorbed with hydrofluoric acid. . This weakly basic anion exchange resin that has adsorbed hydrofluoric acid hardly reacts with other anions in raw water, such as chlorine ions, sulfate ions, and hydrogen carbonate ions, but selectively reacts with silicic acid in water. Therefore, the adsorbed hydrofluoric acid can be effectively used only for the removal of silicic acid. Note that if the water flow continues, the flow-through point of silicic acid will eventually be reached, but as shown in equation (3) or (4), weakly basic anion exchange resin in the OH form will be produced due to the adsorption of silicic acid. Once the flow-through point has been reached, hydrofluoric acid is passed through the resin layer to form the formula (5) or (6).
As shown in the formula, water flow can be continued again by adsorbing hydrofluoric acid to this OH type weakly basic anion exchange resin. R≡NHOH+HF→R≡NHF+H 2 O ……(5) R≡NHOH+2HF→R≡NHHF 2 +H 2 O
...(6) However, once the flow-through point has been reached, when hydrofluoric acid is passed through the water and the water continues to flow again, the leakage amount of silicic acid in the treated water tends to gradually increase, so it is necessary to pass the water at an appropriate point. The water must be discontinued and recycled as described below. In addition, when the flow-through point of silicic acid is reached as described above, the passage of hydrofluoric acid may be carried out by interrupting water passage as described above and passing hydrofluoric acid through the resin layer, Alternatively, concentrated hydrofluoric acid may be added spot-wise to the raw water without interrupting water flow. Furthermore, when water is passed through a weakly basic anion exchange resin that has adsorbed hydrofluoric acid while adding a small amount of hydrofluoric acid to the raw water from the beginning of the water flow, equation (3) or (4) is obtained.
Since formula (5) or formula (6) can be carried out simultaneously, it is possible to omit the above-mentioned passage of hydrofluoric acid during water passage. However, in this case, if hydrogen carbonate ions exist in the raw water, the added hydrofluoric acid will be neutralized to hydrogen fluoride salt as shown in equation (7), and equations (5) and (6) It is preferable to remove hydrogen carbonate ions from the raw water in advance, since they no longer contribute to the reaction. NaHCO 3 +HF→NaF+H 2 CO 3 ...(7) When the weakly basic anion exchange resin becomes saturated with hydrofluorosilicic acid due to the water flow as explained above, the following regeneration is performed. That is, first, a caustic soda solution is passed through the solution to desorb the hydrosilicofluoric acid, and then a weakly basic anion exchange resin is removed.
It will be OH type. The reaction at this time is thought to follow formula (8), formula (9), or formula (10). R≡NHHSiF 6 +NaOH→ R≡NHOH+NaHSiF 6 …(8) R≡NHHSiF 6 +2NaOH→ R≡NHOH+Na 2 SiF 6 +H 2 O …(9) R≡NHHSiF 6 +8NaOH→ R≡NHOH+6NaF+Na 2 SiO 3 +4H 2 O ...(10) Then, after extrusion and washing in a conventional manner,
Hydrofluoric acid is passed through it, and the hydrofluoric acid is adsorbed onto the weakly basic anion exchange resin as shown in formula (5) or (6), and then extruded and washed using a conventional method to complete the regeneration. do. In addition, if a pure water production apparatus using a strong basic anion exchange resin is also installed, the recycled waste liquid of the strong basic anion exchange resin can be used for desorption of the hydrosilicofluoric acid. As explained above, silicic acid can be selectively and effectively removed by passing water containing silicic acid through a weakly basic anion exchange resin that has adsorbed hydrofluoric acid, but silicic acid can be removed selectively and effectively. However, fluoride and silicic acid leak. However, if this treated water is passed through a weakly basic anion exchange resin layer in the OH form, fluoride and silicic acid can be further removed. It is recommended to install an OH type weakly basic anion exchange resin layer after the ion exchange resin. In this way, raw water was passed in series through the weakly basic anion exchange resin layer (first column) on which hydrofluoric acid was adsorbed and the OH type weakly basic anion exchange resin (second column). Regarding the desorption of hydrosilicofluoric acid in the first column during treatment, it is preferable to pass the caustic soda solution from the second column to the first column in series. Next, the weakly basic anion exchange resin used in the present invention will be explained. The weakly basic anion exchange resin used in the present invention has polyamine, primary and secondary amines, tertiary amines, etc. as main exchange groups, and the resin matrix is a copolymer of styrene and divinylbenzene, a copolymer of acrylic and divinylbenzene, etc. Amberlite (registered trademark) IRA- is a polymer or phenol-based material.
93, IRA-94, IRA-68, IRA-47, IR-45,
Diamondion (registered trademark) WA10, WA20,
WA30, Revachit (registered trademark) WP62, MP64
or equivalents can be used. There are various types of weakly basic anion exchange resins, ranging from those with strong basicity to those with weak basicity.In some cases, weakly basic anion exchange resins with relatively strong basicity are Although sometimes referred to as an anion exchange resin, the weakly basic anion exchange resin as used in the present invention also includes such medium basic anion exchange resins. Next, embodiments of the present invention will be described. FIG. 1 is an explanatory diagram of the flow when the present invention is implemented as a pretreatment for a desalination device consisting of a reverse osmosis membrane device and a mixed-bed pure water production device, which is an ultrapure water production process in the electronics industry. , 1 is a decarboxylation device, 2 is a silicic acid adsorption tower filled with a weakly basic anion exchange resin 3 adsorbing hydrofluoric acid, and 4 is a W- filled with an OH type weakly basic anion exchange resin 3'. The OH tower, 5 is a reverse osmosis membrane device, and 6 is a mixed bed pure water production device filled with a strong basic anion exchange resin 7 and a strong acid cation exchange resin 8. First, to explain water passage, a mineral acid 10 such as hydrochloric acid or sulfuric acid is added to raw water 9 that has been pretreated by coagulation-sedimentation, filtration, or activated carbon filtration, and the bicarbonate ions contained in the raw water 9 are converted into free carbonate. The carbon dioxide is removed in advance by the decarboxylation device 1. The reason why bicarbonate ions in the raw water are removed in advance is that it is difficult to remove bicarbonate ions with the reverse osmosis membrane device 5, and in the desiliconization method of the present invention, the lower the amount of bicarbonate ions in the raw water, the better the This is because the hydrolysis rate of the weakly basic anion exchange resin to which hydrohydric acid has been adsorbed is small, so it is somewhat advantageous in terms of throughflow capacity. However, in the present invention, it is not always necessary to remove hydrogen carbonate ions in raw water, and this step may be omitted depending on the situation. Next, the raw water from which free carbonate has been removed is passed through the silicic acid adsorption tower 2. Due to the water flow, the above-mentioned formula (3) or (4)
Silicic acid in raw water can be removed by formula or formulas (3) and (4). The treated water in the silicic acid adsorption tower 2 contains on average 2 ppm as SiO 2 silicic acid and 1 ppm as
Fluorine before and after F leaks, but by passing the treated water through the W-OH tower 4 as shown in the figure,
Furthermore, the amounts of silicic acid and fluorine can be reduced. It should be noted that most of the silicic acid in the raw water can be removed by just treating it in the silicic acid adsorption tower 2, and the amount of fluorine leaked is small, so the treated water in the silicic acid adsorption tower 2 must be treated with an OH-type weakly basic anion exchange resin. 3'
There is no need to pass water through the W-OH tower filled with W-OH, and depending on the situation, the installation of the W-OH tower can be omitted. The raw water 9' from which silicic acid has been removed in this manner is treated by a reverse osmosis membrane device 5. In the reverse osmosis membrane device 5, since the amount of silicic acid in the raw water 9' is greatly reduced, the concentration can be increased and a large amount of permeated water 11 can be obtained. Next, the permeated water is passed through the mixed bed pure water production equipment 6.
Pure water 12 is obtained by passing water through the water. Although not shown, the pure water 12 is subjected to precision overtreatment, sterilization treatment, and further treatment with a polisher to produce ultrapure water. Due to the water flow, silicic acid temporarily leaks in the silicic acid adsorption tower 2 as described above, but in this case, the water flow is interrupted and approximately 5% by weight of hydrofluoric acid 13 is removed.
is passed through the silicic acid adsorption tower 2, and as shown in equation (5) or (6), hydrofluoric acid is adsorbed on the weakly basic anion exchange resin in the OH form produced by water passing, and the water is passed again. continue. Note that when the silicic acid removal ability is not recovered significantly even after such hydrofluoric acid treatment during water passage, the following regeneration is performed. That is, the mixed bed type pure water production equipment 6 is backwashed and separated by a conventional method, and 5% by weight is
The caustic soda solutions 14 before and after are passed through the strong basic anion exchange resin 7 to regenerate the anion exchange resin, and the regenerated waste liquid 15 is passed in series to the W-OH tower 4 and the silicic acid adsorption tower 2. do. After that, extrusion cleaning is performed by a conventional method, and about 5% by weight is added to the silicic acid adsorption tower 2.
Hydrofluoric acid 13 is passed through the resin, and the hydrofluoric acid is adsorbed onto the weakly basic anion exchange resin 3 again. Note that the strongly acidic cation exchange resin 8 of the mixed bed pure water production apparatus 6 is regenerated with hydrochloric acid 16 in a conventional manner, and both ion exchange resins are mixed. As shown in the figure, if a mixed bed type pure water production device 6 is installed, the recycled waste liquid 15 is used as described above.
can be used to regenerate the W-OH tower 4 and the silicic acid adsorption tower 2. However, if there is no such regenerated waste liquid containing caustic soda, a 2-5% by weight caustic soda solution can be used to regenerate the W-OH tower 4 and the silicic acid adsorption tower 2. The tower and the silicic acid adsorption tower 2 may be regenerated. By passing caustic soda or recycled waste liquid 15 through it, hydrosilicofluoric acid is desorbed according to equations (8) to (10), but the desorption liquid can be treated by adding lime or the like to the desorption liquid. It is preferable to precipitate and remove the fluorine component therein as calcium fluoride. Furthermore, in the electronics industry that manufactures integrated circuits and large-scale integrated circuits, hydrofluoric acid is used to clean the products, so cleaning acid waste liquid containing hydrofluoric acid is discharged. Therefore, when the purity of the hydrofluoric acid in the cleaning acid waste liquid is relatively high, the cleaning acid waste liquid can be used for adsorbing hydrogen fluoride onto a weakly basic anion exchange resin. Furthermore, hydrofluoric acid can also be obtained by treating a sodium fluoride solution with an H-type strongly acidic cation exchange resin. It's okay to use it. As explained above, the present invention can selectively and effectively remove silicic acid from water using a weakly basic anion exchange resin adsorbed with hydrofluoric acid, and furthermore, the weakly basic anion exchange resin can be regenerated. Due to its high efficiency, only a small amount of regenerating agent is required, and when the present invention is applied to ultrapure water production processes in the electronics industry, it can be used to produce cleaning acid waste liquid containing hydrofluoric acid and mixed bed pure water production. Since recycled waste liquid from the apparatus can also be used, the cost of regenerating agent can be further reduced, and the overall cost of producing ultrapure water can be significantly reduced. Examples of the present invention will be described below, but the gist of the present invention is as explained above, and the present invention is not limited to the following examples. Example Weakly basic anion exchange resin Amberlite IRA
-Resin layer height 600mm filled with 0.5 each of 94
Two test columns were prepared, a 5% by weight caustic soda solution was passed through them, and the weakly basic anion exchange resins were completely converted into OH form by extrusion and washing in a conventional manner. Next, 1 eq/resin of about 5% by weight of hydrofluoric acid was passed through only one column using SV8, and extrusion cleaning was performed in a conventional manner to adsorb hydrofluoric acid onto the weakly basic anion exchange resin. Next, one column packed with a weakly basic anion exchange resin adsorbed with hydrofluoric acid was used as the front column.
The other column packed with the weakly basic anion exchange resin in the OH form was used as the latter column, and the raw water shown in Table 1 was passed through the series at a flow rate of LV20 m/H.
Furthermore, water flow was interrupted at the point where silicic acid leaked into the treated water in the front column, and 0.5 eq/-resin of about 5% by weight hydrofluoric acid was passed through the front column, and water was flowed again.
The same operation of adding hydrofluoric acid during water passage was performed twice. The above water flow results are shown in Figure 2. In Figure 2, the solid line A indicates the silicic acid concentration of the treated water in the previous column (column packed with a weakly basic anion exchange resin adsorbing hydrofluoric acid);
A' indicates the silicic acid concentration of the treated water in the latter column (a column packed with an OH type weakly basic anion exchange resin), dotted line B indicates the fluorine concentration of the treated water in the preceding column, and dotted line B' indicates the fluorine concentration of the treated water in the latter column. As shown in Figure 2, it exists in raw water.
Silicic acid of 120ppm as SiO 2 is averaged by a weakly basic anion exchange resin adsorbed with hydrofluoric acid in the first stage.
It was possible to remove up to around 2ppm as SiO 2 , and further remove down to 0.5ppm as SiO 2 using the OH type weakly basic anion exchange resin installed in the latter stage. In addition, by passing hydrofluoric acid through the front column during water flow, the silicic acid removal ability of the front column was restored. 【table】

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

第1図は本発明の実施態様の一例を示したフロ
ーの説明図であり、第2図は本発明の実施例にお
ける珪酸と弗素の漏洩曲線を示したグラフであ
り、縦軸に珪酸と弗素の濃度、横軸に処理倍量を
示し、また図中の実線A,A′は珪酸濃度、点線
B,B′は弗素濃度を示す。 1…脱炭酸装置、2…珪酸吸着塔、3…弱塩基
性陰イオン交換樹脂、4…W―OH塔、5…逆浸
透膜装置、6…混床式純水製造装置、7…強塩基
性陰イオン交換樹脂、8…強酸性陽イオン交換樹
脂、9…原水、10…鉱酸、11…透過水、12
…純水、13…弗化水素酸、14…カ性ソーダ溶
液、15…再生廃液、16…塩酸。
FIG. 1 is an explanatory diagram of a flow showing an example of an embodiment of the present invention, and FIG. 2 is a graph showing leakage curves of silicic acid and fluorine in an example of the present invention. The horizontal axis shows the processing amount, and the solid lines A and A' in the figure show the silicic acid concentration, and the dotted lines B and B' show the fluorine concentration. 1... Decarboxylation device, 2... Silicic acid adsorption tower, 3... Weakly basic anion exchange resin, 4... W-OH tower, 5... Reverse osmosis membrane device, 6... Mixed bed pure water production device, 7... Strong base 8... Strongly acidic cation exchange resin, 9... Raw water, 10... Mineral acid, 11... Permeated water, 12
...Pure water, 13.. Hydrofluoric acid, 14.. Caustic soda solution, 15.. Recycled waste liquid, 16.. Hydrochloric acid.

Claims (1)

【特許請求の範囲】 1 弗化水素酸を吸着させた弱塩基性陰イオン交
換樹脂に珪酸を含有する水を通水することを特徴
とする水中の珪酸除去方法。 2 珪酸を含有する水に弗化水素酸を添加しなが
ら通水する特許請求の範囲第1項記載の水中の珪
酸除去方法。 3 通水の途中で弱塩基性陰イオン交換樹脂に弗
化水素酸を通薬する特許請求の範囲第1項記載の
水中の珪酸除去方法。 4 弱塩基性陰イオン交換樹脂の処理水をさらに
OH形の弱塩基性陰イオン交換樹脂に通水する特
許請求の範囲第1項または第2項または第3項記
載の水中の珪酸除去方法。
[Scope of Claims] 1. A method for removing silicic acid in water, which comprises passing water containing silicic acid through a weakly basic anion exchange resin on which hydrofluoric acid has been adsorbed. 2. The method for removing silicic acid in water according to claim 1, wherein water is passed through the water containing silicic acid while adding hydrofluoric acid. 3. The method for removing silicic acid in water according to claim 1, wherein hydrofluoric acid is passed through a weakly basic anion exchange resin during water passage. 4 Add water treated with weakly basic anion exchange resin to
A method for removing silicic acid in water according to claim 1, 2, or 3, wherein water is passed through an OH-type weakly basic anion exchange resin.
JP56026943A 1981-02-27 1981-02-27 Removal method for silicic acid in water Granted JPS57144040A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56026943A JPS57144040A (en) 1981-02-27 1981-02-27 Removal method for silicic acid in water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56026943A JPS57144040A (en) 1981-02-27 1981-02-27 Removal method for silicic acid in water

Publications (2)

Publication Number Publication Date
JPS57144040A JPS57144040A (en) 1982-09-06
JPH0143593B2 true JPH0143593B2 (en) 1989-09-21

Family

ID=12207229

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JPS57144040A (en)

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JP2013519517A (en) * 2010-02-18 2013-05-30 ランクセス・ドイチュランド・ゲーエムベーハー Treatment of wastewater containing fluorinated acids or their salts
JP2013132581A (en) * 2011-12-26 2013-07-08 Kurita Water Ind Ltd Method for conditioning anion exchange resin
CN106745998A (en) * 2016-12-26 2017-05-31 赛鼎工程有限公司 A kind of coal chemical industrial waste water bio-chemical effluent advanced treating and the technique of zero discharge of reuse
CN106673290A (en) * 2016-12-26 2017-05-17 赛鼎工程有限公司 Zero-discharge treatment process for crushed coal pressurized gasification wastewater
CN106746120A (en) * 2016-12-26 2017-05-31 赛鼎工程有限公司 A kind of technique of zero discharge of the biochemical tailrace advanced treatment of Coal Chemical Industry
JP7313262B2 (en) * 2019-11-28 2023-07-24 株式会社東芝 Reverse osmosis membrane device

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Title
INDUSTRIAL ENGINEERING CHEMISTORY=1947 *

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