JPH10244253A - Water purifier - Google Patents

Water purifier

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Publication number
JPH10244253A
JPH10244253A JP9704498A JP9704498A JPH10244253A JP H10244253 A JPH10244253 A JP H10244253A JP 9704498 A JP9704498 A JP 9704498A JP 9704498 A JP9704498 A JP 9704498A JP H10244253 A JPH10244253 A JP H10244253A
Authority
JP
Japan
Prior art keywords
trihalomethane
water
activated carbon
ppb
pore volume
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
JP9704498A
Other languages
Japanese (ja)
Inventor
Osamu Kusudo
修 楠戸
Seiichi Nakahara
清一 中原
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.)
Kuraray Co Ltd
Original Assignee
Kuraray Co Ltd
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 Kuraray Co Ltd filed Critical Kuraray Co Ltd
Priority to JP9704498A priority Critical patent/JPH10244253A/en
Publication of JPH10244253A publication Critical patent/JPH10244253A/en
Pending legal-status Critical Current

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  • Water Treatment By Sorption (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve sufficiently the removing capability for trihalomethane by active carbon, provide the desorption and regeneration effect by applying hot water and reuse active carbon. SOLUTION: Active carbon 2 in which the pore volume of pares of radius of 10-18Å is 35% or more of the total pore volume filled in a cylindrical case 1, and toxic substances such as trihalomethane and others are adsorbed from raw water. Successively hot water is passed therein to carry out the sufficient desorption and regeneration.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、例えば家庭用水道水
の浄化や飲食店などでの各種の業務用水の浄化に使用さ
れるもので、活性炭を備えた浄水器に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water purifier provided with activated carbon, which is used, for example, for purifying domestic tap water and for purifying various types of business water at restaurants and the like.

【0002】[0002]

【従来の技術】近年、浄水器には、発ガン性のあるトリ
ハロメタンを除去する能力が要求されている。しかし、
トリハロメタンを長期間に亘り、有効に除去できる活性
炭式浄水器はない。従来の浄水器は粒状活性炭・顆粒状
活性炭・粉末活性炭・繊維状活性炭の何れか一種類を使
用するものが主流である。一般的には、粒状活性炭、顆
粒状活性炭または粉末活性炭を使用した浄水器は、使用
初期からトリハロメタンの除去性能が悪いと言われてお
り、繊維状活性炭を使用した浄水器は、メーカーの表示
寿命に達する前にトリハロメタンの除去能力が全くなく
なったり、あるいは、トリハロメタンの濃度が高くなっ
てトリハロメタンが流出すると言われている。
2. Description of the Related Art In recent years, a water purifier has been required to have an ability to remove trihalomethane having carcinogenic properties. But,
There is no activated carbon water purifier that can effectively remove trihalomethane over a long period of time. Conventional water purifiers mainly use any one of granular activated carbon, granular activated carbon, powdered activated carbon, and fibrous activated carbon. Generally, water purifiers using granular activated carbon, granular activated carbon, or powdered activated carbon are said to have poor trihalomethane removal performance from the beginning of use. It is said that the trihalomethane removal ability is completely lost before the trihalomethane is reached, or the trihalomethane concentration increases and the trihalomethane flows out.

【0003】[0003]

【発明が解決しようとする課題】この発明は、長期間に
亘り、安定かつ充分にトリハロメタンを除去できる浄水
器を提供することを目的としている。
SUMMARY OF THE INVENTION An object of the present invention is to provide a water purifier capable of removing trihalomethane stably and sufficiently over a long period of time.

【課題を解決するための手段】[Means for Solving the Problems]

【0004】上記目的を達成するため、この発明に係る
浄水器は、原水を浄化する活性炭として、10〜18Å
の半径を有する細孔の細孔容積が全細孔容積の35%以
上を占めている活性炭を使用することを特徴とするもの
である。
[0004] In order to achieve the above object, the water purifier according to the present invention uses activated carbon for purifying raw water of 10 to 18 kg.
Characterized in that activated carbon in which the pore volume of pores having a radius of 35% or more occupies 35% or more of the total pore volume is used.

【0005】なお、活性炭の孔径は、水蒸気吸着法によ
り求める。水蒸気吸着法によると、細孔半径7Å以下は
細孔分布は求められないが、7Å以下の細孔全体の累積
細孔容積としては求められる。7Å以上は細孔半径と細
孔容積の分布曲線及び累積細孔容積曲線として求めるこ
とができる。この発明では、累積細孔容積曲線から10
Å〜18Åの細孔半径を有する細孔の容積(A)と、1
00Å以下の細孔半径を有する細孔の容積(B)とを求
め、100A/B%を10Å〜18Åの細孔半径を有す
る細孔の容積比とする。100Å以上の細孔半径を有す
る細孔はトリハロメタンの吸着除去能力に影響を及ぼさ
ないため、100Å以上の細孔半径を有する細孔がある
場合にはこれを計算上無視する。
[0005] The pore size of activated carbon is determined by a water vapor adsorption method. According to the water vapor adsorption method, the pore distribution is not determined for a pore radius of 7 ° or less, but the cumulative pore volume of the entire pores of 7 ° or less is determined. 7 ° or more can be determined as a distribution curve of pore radius and pore volume and a cumulative pore volume curve. According to the present invention, the cumulative pore volume curve
Volume (A) of pores having a pore radius of {-18};
The volume (B) of pores having a pore radius of 00 ° or less is determined, and 100 A / B% is defined as the volume ratio of pores having a pore radius of 10 ° to 18 °. Since pores having a pore radius of 100 ° or more do not affect the ability to adsorb and remove trihalomethane, if there are pores having a pore radius of 100 ° or more, these are ignored in the calculation.

【0006】[0006]

【作用】本発明者は、水中のトリハロメタンの活性炭へ
の吸着能力を検討した結果、細孔半径が18Å以上の細
孔はトリハロメタンを吸着する能力が極めて低く、細孔
半径が7〜10Åの細孔はトリハロメタンを吸着する能
力が極めて高いことが判明した。細孔半径が7〜10Å
の細孔は、吸着能力が極めて高い利点を有するが、熱水
で洗浄した場合に、トリハロメタンの脱着量が少なく、
従って比較的短い使用期間で飽和吸着に到達してしま
い、以後の吸着能力がなくなってしまう欠点を有する。
細孔半径が10〜18Åの細孔はトリハロメタンの吸着
能力及び熱水で洗浄した場合にトリハロメタンの脱着が
多いものと思われ、再通水した時に高いトリハロメタン
の除去性能を示すことを見出した。
The present inventor has studied the ability to adsorb trihalomethane in water on activated carbon. As a result, pores having a pore radius of 18 mm or more have a very low ability to adsorb trihalomethane, and have a fine pore radius of 7 to 10 mm. The pores were found to have very high ability to adsorb trihalomethane. The pore radius is 7-10Å
Pores have the advantage of extremely high adsorption capacity, but when washed with hot water, the desorption amount of trihalomethane is small,
Therefore, there is a drawback that saturation adsorption is reached in a relatively short use period, and the subsequent adsorption capacity is lost.
It has been found that pores having a pore radius of 10 to 18 ° are considered to have a high trihalomethane adsorption ability and a large desorption of trihalomethane when washed with hot water, and exhibit high trihalomethane removal performance when re-watered.

【0007】この発明によれば、10〜18Åの半径を
もつ細孔の細孔容積が全容積の35%以上を占めている
活性炭を使用することにより、通水初期において、トリ
ハロメタンを十分に吸着除去して、有害なトリハロメタ
ンの排出濃度を原水入口濃度の20%程度以下の浄水と
することができる。また、所定量通水し、トリハロメタ
ンの排出濃度が増加する時点において、家庭等でも手軽
に得られる65〜90℃位の熱水を通水させることで、
活性炭に吸着されたトリハロメタンの大部分を脱着させ
て、吸着能力を回復させ、活性炭の吸着能力を高く保っ
た状態で、長期間安定に浄化水を得ることができる。な
お、回復効果は熱水温度が高い方が効果が高く、100
℃の熱水が得られる場合には、100℃の熱水を使用し
てもよい。
According to the present invention, by using activated carbon in which the pore volume of the pores having a radius of 10 to 18 ° occupies 35% or more of the total volume, trihalomethane is sufficiently adsorbed in the initial stage of water passage. By removing the water, it is possible to obtain purified water having a harmful trihalomethane emission concentration of about 20% or less of the raw water inlet concentration. In addition, when a predetermined amount of water is passed and the emission concentration of trihalomethane increases, by passing hot water of about 65 to 90 ° C. which can be easily obtained even at home,
Most of the trihalomethane adsorbed on the activated carbon is desorbed, the adsorption capacity is restored, and purified water can be stably obtained for a long period of time while keeping the adsorption capacity of the activated carbon high. The higher the hot water temperature, the higher the recovery effect.
When hot water of 100C is obtained, hot water of 100C may be used.

【0008】[0008]

【実施例】以下、この発明の実施例を図面にもとづいて
説明する。 第1実施例 図1に示すように、下部に原水流入口1Aを有し、か
つ、上部に浄化水流出口1Bを有する円筒状ケース1内
に、活性炭2を封入して、その両端面に仕切り網9を当
てがっている。この活性炭2は、10〜28Åの半径を
もつ細孔が全細孔の35%以上を占めている。上記原水
流入口1Aに接続された給水管3に家庭用の混合水栓4
を介して、水道水などの原水供給管5および65〜90
℃の熱水(温水)供給管6を接続している。
Embodiments of the present invention will be described below with reference to the drawings. First Embodiment As shown in FIG. 1, an activated carbon 2 is sealed in a cylindrical case 1 having a raw water inlet 1A at a lower portion and a purified water outlet 1B at an upper portion, and partitions on both end surfaces thereof. The net 9 is applied. In this activated carbon 2, pores having a radius of 10 to 28 ° occupy 35% or more of all the pores. A domestic mixing faucet 4 is connected to a water supply pipe 3 connected to the raw water inlet 1A.
Through the raw water supply pipes 5 and 65 to 90 such as tap water
A hot water (hot water) supply pipe 6 of ° C. is connected.

【0009】上記構成の浄水器においては、まず、原水
供給管5、混合水栓4および給水管3を経てケース1内
に水道水などのように、トリハロメタンを含む原水を供
給することにより、その原水が活性炭2を通過し、上記
トリハロメタンが活性炭2に吸着されて、トリハロメタ
ン濃度の低い浄化水が流出口1Bから排出される。この
ような浄化を適当時間にわたり行なった時点で、つぎに
熱水供給管6、混合水栓4および給水管3を経てケース
1内に65〜90℃の熱水を供給し、これを上記活性炭
2に通水することにより、この活性炭2に吸着保持され
ているトリハロメタンの分子運動を活発化し、その大部
分を脱着させて活性炭2の吸着能力を回復させる。
In the water purifier having the above structure, first, raw water containing trihalomethane, such as tap water, is supplied into the case 1 through the raw water supply pipe 5, the mixing faucet 4, and the water supply pipe 3 to thereby supply the raw water. Raw water passes through the activated carbon 2, the trihalomethane is adsorbed on the activated carbon 2, and purified water having a low trihalomethane concentration is discharged from the outlet 1B. When such purification is performed for an appropriate time, hot water of 65 to 90 ° C. is supplied into the case 1 through the hot water supply pipe 6, the mixing faucet 4, and the water supply pipe 3, and the hot carbon is supplied to the activated carbon. By passing water through the activated carbon 2, the molecular motion of the trihalomethane adsorbed and held on the activated carbon 2 is activated, and most of the trihalomethane is desorbed to recover the adsorption ability of the activated carbon 2.

【0010】つぎに、上記第1実施例に対応する実験例
および比較例について説明する。 実験例1 12Åにピークを有し、10〜18Åの細孔半径の細孔
容積が全細孔容積の60%を占める繊維状活性炭の6g
を、43mm径の円筒状ケースに厚さ5cmに詰め、5
0ppbのトリハロメタン(クロロホルム25ppb、
ブロモホルム12.5ppb、ジクロロブロモメタン1
2.5ppb)と2ppmの遊離塩素を含む水を2L
(リットル)/min.で通水したところ、初期200
Lまではトリハロメタンの80%以上を吸着除去して、
トリハロメタンが15ppb以下の優れた浄化水が得ら
れた。また、400L通水した時点では、トリハロメタ
ンの20%が吸着されただけで、トリハロメタンが40
ppbの水が排出された。つぎに、80℃の熱水を2L
/min.の流速で5分間通水して脱着させたところ、
80%のトリハロメタン吸着能力に回復した。この状態
で30L通水後には75%、60L通水後には70%、
100L通水後には65%の吸着能力を示し、熱水によ
る脱着・再生効果があることが認められた。再度同様の
脱着操作を行ったところ77%のトリハロメタン吸着能
力を示し、再現性があることが認められた。なお、遊離
塩素は常に90%以上除去されていた。
Next, experimental examples and comparative examples corresponding to the first embodiment will be described. Experimental Example 1 6 g of fibrous activated carbon having a peak at 12 ° and a pore volume having a pore radius of 10 to 18 ° occupying 60% of the total pore volume.
Into a 43 mm diameter cylindrical case to a thickness of 5 cm.
0 ppb trihalomethane (chloroform 25 ppb,
Bromoform 12.5 ppb, dichlorobromomethane 1
2.5 ppb) and 2 L of water containing 2 ppm of free chlorine
(Liter) / min. After passing the water, the initial 200
Up to L, adsorb and remove 80% or more of trihalomethane,
Excellent purified water having a trihalomethane content of 15 ppb or less was obtained. At the time of passing 400 L of water, only 20% of trihalomethane was adsorbed, and trihalomethane was reduced to 40%.
ppb of water was discharged. Next, add 2 L of hot water at 80 ° C.
/ Min. After dewatering for 5 minutes at a flow rate of
The trihalomethane adsorption capacity was restored to 80%. In this state, 75% after passing 30L, 70% after passing 60L,
After passing 100 L of water, it exhibited an adsorption capacity of 65%, and it was recognized that there was a desorption / regeneration effect by hot water. When the same desorption operation was performed again, it showed a trihalomethane adsorption capacity of 77%, which was confirmed to be reproducible. Note that free chlorine was always removed by 90% or more.

【0011】実験例2 10.5Åにピークを有し、10〜18Åの細孔半径の
細孔容積が全細孔容積の50%を占める粒状活性炭の2
9gを、35mm径の円筒状ケースに厚さ5cmに詰
め、50ppbのトリハロメタン(クロロホルム25p
pb、ブロモホルム12.5ppb、ジクロロブロモメ
タン12.5ppb)と2ppmの遊離塩素を含む水を
2L/min.で通水したところ、初期にトリハロメタ
ンの75%を吸着除去して、トリハロメタンが10pp
bの優れた浄化水が得られた。また、400L通水した
時点では、トリハロメタンの45%が吸着除去されただ
けであり、800L通水した時点では、トリハロメタン
の35%が吸着除去されただけであった。つぎに、80
℃の熱水を2L/min.の流速で5分間通水して脱着
させたところ、75%のトリハロメタン吸着能力に回復
した。この状態で、100L通水後には70%、200
L通水後には50%の吸着能力を示し、熱水による脱着
・再生効果があることが認められた。再度同様の脱着操
作を行ったところ、75%のトリハロメタンを吸着除去
した。なお、遊離塩素は常に90%以上除去されてい
た。
Experimental Example 2 Granulated activated carbon having a peak at 10.5 ° and a pore volume having a pore radius of 10 to 18 ° occupying 50% of the total pore volume was 2%.
9 g was packed into a 35 mm diameter cylindrical case to a thickness of 5 cm, and 50 ppb of trihalomethane (chloroform 25 p.
pb, bromoform 12.5 ppb, dichlorobromomethane 12.5 ppb) and water containing 2 ppm of free chlorine at 2 L / min. When 75% of the trihalomethane was initially adsorbed and removed, the trihalomethane became 10 pp.
Excellent purified water of b was obtained. At the time of passing 400 L, only 45% of trihalomethane was adsorbed and removed, and at the time of passing 800 L, only 35% of trihalomethane was adsorbed and removed. Next, 80
° C hot water at 2 L / min. The mixture was desorbed by passing water at a flow rate of 5 minutes for 5 minutes, and the trihalomethane adsorption capacity was restored to 75%. In this state, 70%, 200%
It showed 50% adsorption capacity after passing L water, and it was recognized that there was a desorption / regeneration effect by hot water. When the same desorption operation was performed again, 75% of the trihalomethane was adsorbed and removed. Note that free chlorine was always removed by 90% or more.

【0012】比較例1 6gのクラレケミカル社製の繊維状活性炭FT−10
(8Åにピークを有し、10〜18Åの細孔半径の細孔
容積が全細孔容積の30%を占める)を、43mm径の
円筒状ケースに厚さ5cmに詰め、50ppbのトリハ
ロメタン(クロロホルム25ppb、ブロモホルム1
2.5ppb、ジクロロブロモメタン12.5ppb)
と2ppmの遊離塩素を含む水を2L/min.で通水
したところ、初期200Lまではトリハロメタンの80
%以上を吸着除去して、トリハロメタンが10ppb以
下の優れた浄化水が得られた。しかし、400L通水し
た時点では、トリハロメタンの30%が吸着除去された
だけで、トリハロメタンが35ppbの水が通過した。
つぎに、80℃の熱水を2L/min.の流速で5分間
通水して脱着させたところ、80%のトリハロメタン吸
着能力に回復したが、この状態で、30L通水後には6
0%、60L通水後には30%の吸着能力を示すに過ぎ
なかった。つまり、熱水による再生効果が少なかった。
Comparative Example 1 6 g of fibrous activated carbon FT-10 manufactured by Kuraray Chemical Co., Ltd.
(Having a peak at 8 ° and a pore volume having a pore radius of 10 to 18 ° occupying 30% of the total pore volume) was packed into a cylindrical case having a diameter of 43 mm to a thickness of 5 cm, and trichloromethane (chloroform of 50 ppb) was added. 25 ppb, bromoform 1
2.5 ppb, dichlorobromomethane 12.5 ppb)
And water containing 2 ppm of free chlorine at 2 L / min. When the water was passed through, the initial 200 L of trihalomethane 80
% Or more, and excellent purified water containing 10 ppb or less of trihalomethane was obtained. However, at the time of passing 400 L of water, only 30% of trihalomethane was adsorbed and removed, and water of 35 ppb of trihalomethane passed.
Next, hot water of 80 ° C. was added at 2 L / min. When desorbed by passing water at a flow rate of 5 minutes for 5 minutes, the trihalomethane adsorption capacity was restored to 80%.
After passing 0 L and 60 L of water, it showed only 30% adsorption capacity. That is, the regeneration effect by the hot water was small.

【0013】比較例2 通常の活性炭上水器に使用されている29gのクラレケ
ミカル社製の粒状活性炭GW32/60(10Åにピー
クを有し、10〜18Åの細孔半径の細孔容積が全細孔
容積の29%を占める)を43mm径の円筒状ケースに
厚さ5cmに詰め、50ppbのトリハロメタン(クロ
ロホルム25ppb、ブロモホルム12.5ppb、ジ
クロロブロモメタン12.5ppb)と2ppmの遊離
塩素を含む水を2L/min.で通水したところ、初期
にトリハロメタンの80%を吸着除去して、トリハロメ
タンが10ppbの優れた浄化水が得られた。しかし、
400L通水した時点では、トリハロメタンの50%が
吸着除去されただけであり、800L通水した時点で
は、トリハロメタンの30%が吸着除去されただけであ
った。つぎに、80℃の熱水を2L/min.の流速で
5分間通水して脱着させたところ、60%のトリハロメ
タン吸着能力に回復したが、この状態で、100L通水
後には30%の吸着能力に戻り、熱水による脱着・再生
効果が少なかった。
Comparative Example 2 29 g of a granular activated carbon GW32 / 60 manufactured by Kuraray Chemical Co., Ltd., which is used in a normal activated carbon water heater (having a peak at 10 ° and having a pore volume of 10 to 18 ° with a pore radius of 10 to 18 °). Water containing 5 ppm of trihalomethane (25 ppb of chloroform, 12.5 ppb of bromoform, 12.5 ppb of dichlorobromomethane) and 2 ppm of free chlorine At 2 L / min. As a result, 80% of the trihalomethane was initially adsorbed and removed, and excellent purified water with a trihalomethane concentration of 10 ppb was obtained. But,
At the time of passing 400 L of water, only 50% of the trihalomethane was adsorbed and removed, and at the time of passing of 800 L of water, only 30% of the trihalomethane was adsorbed and removed. Next, hot water of 80 ° C. was added at 2 L / min. When the water was passed for 5 minutes at a flow rate of 5 hours to desorb the water, the trihalomethane adsorption capacity was restored to 60%. In this state, the water returned to the adsorption capacity of 30% after passing 100 L of water, and the desorption / regeneration effect by hot water was reduced. There were few.

【0014】第2実施例 図2は、繊維状活性炭と粒状活性炭を組み合わせた第2
実施例を示す。同図において、上部に浄化水流出口1B
を有する円筒状ケース1内に、10〜18Åの半径をも
つ細孔の細孔容積が全細孔容積の35%以上を占めてい
る繊維状活性炭2を封入するとともに、下部に原水流入
口7Aを有し、上記円筒状ケース1の下端開口部に嵌合
連結された別の円筒状ケース7内に、粒状活性炭8を充
填する。粒状活性炭8の上面には仕切り網9を設ける。
そして、上記原水流入口7Aに接続された給水管3に家
庭用の混合水栓4を介して、水道水などの原水供給管5
および65〜90℃の熱水(温水)供給管6を接続して
いる。
Second Embodiment FIG. 2 shows a second embodiment in which fibrous activated carbon and granular activated carbon are combined.
An example will be described. In the figure, the purified water outlet 1B is
Is enclosed in a cylindrical case 1 having pores having a radius of 10 to 18 ° and occupying 35% or more of the total pore volume. And a granular activated carbon 8 is filled in another cylindrical case 7 fitted and connected to the lower end opening of the cylindrical case 1. A partition net 9 is provided on the upper surface of the granular activated carbon 8.
A raw water supply pipe 5 such as tap water is supplied to a water supply pipe 3 connected to the raw water inlet 7A through a household mixing faucet 4.
And a hot water (hot water) supply pipe 6 of 65 to 90 ° C.

【0015】上記構成の浄水器においては、まず、原水
供給管5、混合水栓4および給水管3を経てケース7内
に水道水などのように、トリハロメタンおよび遊離塩素
を含む原水を供給することにより、その原水が前段の粒
状活性炭8を通過して、悪臭物質、有機物、遊離塩素な
どのような人体に対して悪影響を与える物質の大部分と
ともに、トリハロメタンの一部も吸着除去される。つづ
いて、原水が後段の繊維状活性炭2を通過して、残った
トリハロメタンが繊維状活性炭2に吸着され、トリハロ
メタン濃度の低い浄化水が流出口1Bから排出される。
In the water purifier having the above configuration, first, raw water containing trihalomethane and free chlorine, such as tap water, is supplied into the case 7 through the raw water supply pipe 5, the mixing faucet 4, and the water supply pipe 3. As a result, the raw water passes through the granular activated carbon 8 in the former stage, and most of substances that have a bad influence on the human body such as malodorous substances, organic substances, free chlorine and the like, and a part of trihalomethane is adsorbed and removed. Subsequently, the raw water passes through the fibrous activated carbon 2 at the subsequent stage, the remaining trihalomethane is adsorbed by the fibrous activated carbon 2, and purified water having a low trihalomethane concentration is discharged from the outlet 1B.

【0016】このように、トリハロメタンの一部が粒状
活性炭8によって除去されるので、繊維状活性炭2の負
担が減って、飽和しにくくなる。他方、粒状活性炭8は
元来、繊維状活性炭2よりも飽和しにくい。したがっ
て、多量の原水の通水によっても遊離塩素およびトリハ
ロメタンの吸着除去能力が高く維持される。その結果、
熱水による再生作業の頻度を下げることが可能となる。
As described above, since a part of the trihalomethane is removed by the granular activated carbon 8, the burden on the fibrous activated carbon 2 is reduced, and the carbon is hardly saturated. On the other hand, the granular activated carbon 8 is inherently less saturated than the fibrous activated carbon 2. Therefore, the ability to adsorb and remove free chlorine and trihalomethane is maintained high even by passing a large amount of raw water. as a result,
It is possible to reduce the frequency of the regeneration operation using hot water.

【0017】つぎに、上記第2実施例に対応する実験例
および比較例について説明する。 実験例3 実験例2で用いた粒状活性炭16gを43mm径の円筒
状ケースの前段に厚さ2.5cmに詰める一方、実験例
1で用いたのと同一の繊維状活性炭の3gを上記円筒状
ケースの後段に詰め、50ppbのトリハロメタン(ク
ロロホルム25ppb、ブロモホルム12.5ppb、
ジクロロブロモメタン12.5ppb)と2ppmの遊
離塩素を含む水を2L/min.で通水したところ、初
期は遊離塩素およびトリハロメタンともに100%吸着
除去して、優れた浄化水が得られた。また、400L通
水した時点でも、遊離塩素は0.1ppm、トリハロメ
タンも15ppbで、優れた浄化性能が得られた。つま
り、多量の原水を通水しても、吸着除去能力の低下が少
ない。なお、繊維状活性炭及び粒状活性炭に対する脱着
・再生効果は、上述の第1実施例に対応する実験例1,
2と同様な結果が認められた。
Next, an experimental example and a comparative example corresponding to the second embodiment will be described. EXPERIMENTAL EXAMPLE 3 16 g of the granular activated carbon used in Experimental Example 2 was packed to a thickness of 2.5 cm in front of a cylindrical case having a diameter of 43 mm, and 3 g of the same fibrous activated carbon used in Experimental Example 1 was filled in the cylindrical shape. Packed in the latter part of the case, 50 ppb of trihalomethane (chloroform 25 ppb, bromoform 12.5 ppb,
Dichlorobromomethane (12.5 ppb) and water containing 2 ppm of free chlorine at 2 L / min. As a result, 100% of both free chlorine and trihalomethane were adsorbed and removed in the initial stage, and excellent purified water was obtained. In addition, even when 400 L of water was passed, 0.1 ppm of free chlorine and 15 ppb of trihalomethane also showed excellent purification performance. That is, even if a large amount of raw water is passed, the decrease in the adsorption removal ability is small. The desorption / regeneration effects on the fibrous activated carbon and the granular activated carbon are shown in Experimental Examples 1 and 2 corresponding to the first embodiment described above.
The same results as in Example 2 were observed.

【0018】なお、公知技術として、特開昭60−64
686に前段の粒状活性炭で処理した水を後段の繊維状
活性炭で処理する技術が記載されているが、この場合は
SV(空間速度)を5〜50L/hと非常に遅くするこ
とが必要であった。この発明の場合には、活性炭の孔径
を適切に設定することにより、SVを500〜2000
と非常に高くしても遊離塩素やトリハロメタンの吸着除
去能力を高く保つことが可能である。実験例3のSVは
1650である。
As a known technique, Japanese Patent Application Laid-Open No. 60-64 is disclosed.
No. 686 describes a technique for treating water treated with the granular activated carbon at the preceding stage with fibrous activated carbon at the subsequent stage. In this case, however, it is necessary to make the SV (space velocity) very slow, 5 to 50 L / h. there were. In the case of the present invention, SV is set to 500 to 2000 by appropriately setting the pore size of activated carbon.
It is possible to keep the ability to adsorb and remove free chlorine and trihalomethane at a very high level. The SV of Experimental Example 3 is 1650.

【0019】また、この発明における活性炭としては、
繊維状のものであっても、粒状のものであってもよい。
繊維状活性炭の場合は、細孔径分布のコントロールが比
較的容易であり、10〜18Åの細孔半径の細孔容積が
全細孔容積の50%以上を占める活性炭を作りやすい。
粒状活性炭の場合は、シャープな細孔径分布の活性炭を
作りにくいが、製造条件のコントロールにより、10〜
18Åの細孔径が35〜60%のものを製造することが
可能である。
The activated carbon in the present invention includes:
It may be fibrous or granular.
In the case of fibrous activated carbon, it is relatively easy to control the pore size distribution, and it is easy to produce activated carbon in which the pore volume having a pore radius of 10 to 18 ° accounts for 50% or more of the total pore volume.
In the case of granular activated carbon, it is difficult to make activated carbon having a sharp pore size distribution, but by controlling production conditions,
It is possible to produce those having an 18 ° pore diameter of 35 to 60%.

【0020】[0020]

【発明の効果】以上のように、この発明の浄水器によれ
ば、10〜18Åの半径をもつ細孔の細孔容積が全細孔
容積の35%以上を占めている活性炭を使用すること
で、通水初期において、トリハロメタンを十分に吸着除
去して、有害なトリハロメタンの排出濃度が排出許容基
準以下の優れた浄化水を得ることができるばかりでな
く、家庭等においても手軽に得られる65〜90℃位の
熱水を通水させることで、活性炭に吸着されたトリハロ
メタンの大部分を脱着させて、その吸着能力を回復さ
せ、活性炭の再利用を図ることができる。したがって、
活性炭の取り替えという不経済で面倒な手間を要するこ
となく、トリハロメタンの高い除去能力を長期間にわた
り発揮させることができる。なおこの発明は、中空糸膜
を活性炭の後段に設けた中空糸型浄水器にも同様に適用
できる。
As described above, according to the water purifier of the present invention, activated carbon in which the pore volume of pores having a radius of 10 to 18 ° occupies 35% or more of the total pore volume is used. In the initial stage of water passage, trihalomethane can be sufficiently adsorbed and removed to obtain excellent purified water having an emission concentration of harmful trihalomethane equal to or lower than the emission allowable standard, and can be easily obtained at home and the like. By passing hot water of about 90 ° C. or less, most of the trihalomethane adsorbed on the activated carbon is desorbed, its adsorption ability is restored, and the activated carbon can be reused. Therefore,
The high ability to remove trihalomethane can be exerted for a long period of time without the need for uneconomical and troublesome replacement of activated carbon. Note that the present invention can be similarly applied to a hollow fiber type water purifier in which a hollow fiber membrane is provided after activated carbon.

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

【図1】この発明の第1実施例に係る浄水器を示す縦断
面図である。
FIG. 1 is a longitudinal sectional view showing a water purifier according to a first embodiment of the present invention.

【図2】この発明の第2実施例に係る浄水器を示す縦断
面図である。
FIG. 2 is a longitudinal sectional view showing a water purifier according to a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1…ケース、2…繊維状活性炭、5…原水供給管、6…
熱水供給管。
1 ... case, 2 ... fibrous activated carbon, 5 ... raw water supply pipe, 6 ...
Hot water supply pipe.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 原水を浄化する活性炭を備えた浄水器に
おいて、上記活性炭は、10〜18Åの半径をもつ細孔
の細孔容積が全細孔容積の35%以上を占めていること
を特徴とする浄水器。
1. A water purifier provided with activated carbon for purifying raw water, wherein the activated carbon has a pore volume of pores having a radius of 10 to 18 ° occupying 35% or more of the total pore volume. And water purifier.
JP9704498A 1998-04-09 1998-04-09 Water purifier Pending JPH10244253A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9704498A JPH10244253A (en) 1998-04-09 1998-04-09 Water purifier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9704498A JPH10244253A (en) 1998-04-09 1998-04-09 Water purifier

Publications (1)

Publication Number Publication Date
JPH10244253A true JPH10244253A (en) 1998-09-14

Family

ID=14181621

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9704498A Pending JPH10244253A (en) 1998-04-09 1998-04-09 Water purifier

Country Status (1)

Country Link
JP (1) JPH10244253A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8206627B2 (en) 2006-03-22 2012-06-26 3M Innovative Properties Company Systems and methods of making molded composite blocks

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8206627B2 (en) 2006-03-22 2012-06-26 3M Innovative Properties Company Systems and methods of making molded composite blocks
US8205755B2 (en) 2006-03-22 2012-06-26 3M Innovative Properties Company Filter media

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