JPS6335574B2 - - Google Patents
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- Publication number
- JPS6335574B2 JPS6335574B2 JP54121665A JP12166579A JPS6335574B2 JP S6335574 B2 JPS6335574 B2 JP S6335574B2 JP 54121665 A JP54121665 A JP 54121665A JP 12166579 A JP12166579 A JP 12166579A JP S6335574 B2 JPS6335574 B2 JP S6335574B2
- Authority
- JP
- Japan
- Prior art keywords
- slaked lime
- tank
- aqueous solution
- water
- water supply
- 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
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- Compounds Of Alkaline-Earth Elements, Aluminum Or Rare-Earth Metals (AREA)
Description
【発明の詳細な説明】
本発明は上水道水のPH調整および水道管の保護
を目的として水道水に注入する消石灰水溶液を連
続的に製造する方法に関し、2個の消石灰溶解槽
を連結し、消石灰を有効に利用する方法である。Detailed Description of the Invention The present invention relates to a method for continuously producing a slaked lime aqueous solution to be injected into tap water for the purpose of adjusting the pH of tap water and protecting water pipes. This is a method of effectively using
従来、上水道において管路に錆などが生じ赤水
を生ずることがあり、その防止が必要となつてい
る。また水道施設経費の大部分を占める管路の寿
命は場所によつてまちまちであり、80年近く使用
しても殆んど錆の生じないところもあれば、一方
わずか2年ほどで管路を交換せねばならない所も
ある。このような管路の耐久性の相異は水道水の
水質によるもので、アルカリ度が高く腐蝕性の小
さい水ほど管路の寿命が長いことが知られてい
る。 BACKGROUND ART Conventionally, rust has sometimes formed in water pipes, resulting in red water, and there is a need to prevent this. Furthermore, the lifespan of pipes, which account for the majority of water facility costs, varies depending on the location; in some places, there is almost no rust even after nearly 80 years of use; There are some parts that need to be replaced. Such differences in the durability of pipes are due to the quality of tap water, and it is known that water with higher alkalinity and less corrosiveness has a longer lifespan.
管路の寿命を延ばし水道水の赤水を防止するた
めには水道水のPHを調整することが必要であり、
このため苛性ソーダ、ソーダ灰、消石灰などの注
入が行なわれており、最近では取扱いが容易であ
るとの理由から苛性ソーダが多く使われている。
しかし苛性ソーダが単にPH調整機能しか有しない
のに対し、消石灰を使用するときは管壁に炭酸カ
ルシウムの被膜をつくり、管路の腐蝕を防止する
機能をも有することで消石灰の使用がより望まし
いものである。それにも拘らず消石灰があまり使
用されないのは溶けにくく溶液で貯蔵するのに大
きなタンクを要すること、粉末注入では連続計量
注入が難しく、溶け残りが底に沈積、付着等を生
ずること、またスラリーで注入すると途中の管路
内に沈積し易い、またスラリーの白濁液を注入す
る場合は水道水が着色するなどの理由によるもの
である。 In order to extend the life of the pipes and prevent red water from forming in the tap water, it is necessary to adjust the pH of the tap water.
For this reason, caustic soda, soda ash, slaked lime, etc. are injected, and recently caustic soda has been widely used because it is easy to handle.
However, while caustic soda only has the function of adjusting pH, when using slaked lime, it creates a calcium carbonate film on the pipe wall, which also has the function of preventing corrosion of pipes, making it more desirable to use slaked lime. It is. Despite this, slaked lime is not often used because it is difficult to dissolve and requires a large tank to store as a solution, it is difficult to continuously meter and inject powder, and undissolved lime deposits and sticks to the bottom, and it is not used as a slurry. This is because when injected, it tends to deposit in the pipes along the way, and when a cloudy slurry is injected, the tap water becomes colored.
最近、消石灰注入による上述の不都合を解消す
るものとして筒型の槽の下部に金網を設け上下に
仕切り、該金網上に消石灰の推積層を形成させ、
水を張つた消石灰貯留溶解槽の下側より別に設け
た定圧水槽の水を一定流速で送入し、上部より消
石灰飽和水を出す方法が提案されている。この方
法によればストツク消石灰はそのままであり、溶
液貯蔵に比べタンクは極めて小さくすみ、また注
入量だけ溶かすから溶解槽も小さくてすみ全体と
して装置がコンパクトになると云われている。 Recently, in order to solve the above-mentioned inconvenience caused by slaked lime injection, a wire mesh is installed at the bottom of a cylindrical tank to partition the top and bottom, and a layer of slaked lime is formed on the wire mesh.
A method has been proposed in which water from a separately provided constant pressure water tank is fed at a constant flow rate from the bottom of a slaked lime storage and dissolution tank filled with water, and slaked lime saturated water is discharged from the top. According to this method, the stock slaked lime remains as it is, and the tank is extremely small compared to solution storage, and since only the amount to be injected is melted, the dissolution tank is also small, and the overall apparatus is said to be compact.
しかしながら本発明者等の研究によれば上記方
法においては最初の数時間は期待通りの濃度の消
石灰水溶液を取り出すことができるが、次第に消
石灰の濃度が低下してくる。これは消石灰の堆積
層に水の通路となる孔ができ、時間の経過と共に
孔が大きくなり、局部的に消石灰の堆積層のない
部分を水が通過し、水と消石灰の接触が良好に行
なわれなくなることによる。また従来より提案さ
れている金網上で消石灰の堆積層を形成させる方
式の場合は数カ月の短期間では問題ないとしても
数年間の長期の連続使用では金網の目詰りが発生
し、水の通路を閉塞させることになる。即ち消石
灰に含有する微量の砂若しくは不溶物または水道
水に含有される鉄若しくはその他の微量の不溶物
などにより金網の目詰りを発生させる。更に水中
に存在してる遊離炭酸はCa(OH)2の存在下では
CaCO3に転化する故、スケーリングとなつて金
網の目詰りを発生させる。 However, according to the research conducted by the present inventors, in the above method, a slaked lime aqueous solution with an expected concentration can be taken out for the first few hours, but the concentration of slaked lime gradually decreases. This is because pores are formed in the slaked lime deposit layer, and as time passes, the pores become larger, allowing water to locally pass through areas where there is no slaked lime deposit, allowing good contact between water and slaked lime. due to the fact that it no longer exists. In addition, in the case of the conventionally proposed method of forming a deposited layer of slaked lime on a wire mesh, there may be no problem in a short period of several months, but if used continuously for several years, the wire mesh will become clogged and the water passage will become blocked. It will cause a blockage. That is, the wire mesh is clogged by a trace amount of sand or insoluble matter contained in slaked lime, or by a trace amount of iron or other insoluble matter contained in tap water. Furthermore, free carbonic acid present in water is
Since it is converted to CaCO 3 , it causes scaling and clogging of the wire mesh.
こうした不都合を完全に解消し、消石灰飽和水
を安定して長時間連続して得ることについて本発
明者等が種々の研究を重ねた結果、溶解槽内部に
金網を使用することなく安定して長時間連続的に
消石灰飽和水溶液を得る本発明に至つた。 As a result of various studies conducted by the present inventors to completely eliminate these inconveniences and obtain slaked lime saturated water stably and continuously for a long period of time, we have found that it is possible to obtain slaked lime saturated water stably and continuously for a long period of time without using a wire mesh inside the dissolution tank. The present invention has been achieved in which a saturated aqueous solution of slaked lime is obtained continuously over time.
本発明は、上部が円筒型または角筒型であり下
部が逆截頭錐型の槽の底部に給水管および不溶物
取出口、該給水管の真上に水平に回転する撹拌翼
または槽上端部に消石灰水溶液取出管を有する溢
流液受部を設け、該槽内部に消石灰の堆積層を形
成させ、該底部給水管より水道水を一定または略
一定の速度で送入しながら、該撹拌翼を低速回転
させて消石灰を流動溶解させながら、該溢流液受
部より消石灰水溶液を取出すようにした消石灰溶
解層2個を、互いの消石灰水溶液取出管が切換バ
ルブにより他の槽の給水管に連結するように設
け、第1の溶解槽の溢流液受部より取出す水溶液
の濃度が消石灰の飽和に近い濃度から低下し始め
る時点で第2の溶解槽の給水管に導入した後、第
1の溶解槽の溢流液受部の有する取出管の出口の
濃度が低下前の濃度の80〜65%に達するまで該2
槽を直列に運転し、その後は第2の溶解槽の単独
運転とし、以後このような2槽の直列または単独
運転の繰返し、逐次切換え使用により、消石灰飽
和水溶液を連続的に取出すことを特徴とする消石
灰飽和水溶液の製造方法に関する。 The present invention provides a water supply pipe and an insoluble matter outlet at the bottom of a tank having a cylindrical or prismatic upper part and an inverted truncated pyramid shape at the lower part, and a stirring blade or an upper end of the tank that rotates horizontally directly above the water supply pipe. An overflow liquid receiving part having a slaked lime aqueous solution extraction pipe is provided in the tank, a deposited layer of slaked lime is formed inside the tank, and tap water is fed through the bottom water supply pipe at a constant or substantially constant rate while stirring. The blades are rotated at low speed to flow and dissolve the slaked lime, and the slaked lime aqueous solution is taken out from the overflow liquid receiving part. When the concentration of the aqueous solution taken out from the overflow liquid receiving part of the first dissolution tank starts to decrease from the concentration close to the saturation of slaked lime, the aqueous solution is introduced into the water supply pipe of the second dissolution tank, and then 2 until the concentration at the outlet of the take-out pipe of the overflow liquid receiving part of the dissolution tank 1 reaches 80 to 65% of the concentration before reduction.
The slaked lime saturated aqueous solution is continuously taken out by operating the tanks in series, then operating the second dissolving tank independently, and then repeating such serial or independent operation of the two tanks and sequentially switching them. The present invention relates to a method for producing a saturated aqueous solution of slaked lime.
以下、添附の図面により本発明の方法を説明す
る。 The method of the present invention will be explained below with reference to the accompanying drawings.
本発明は第1図に示す如く水平に回転する撹拌
翼を有する消石灰溶解槽の2基を互いに連結して
なる装置を用いて原料消石灰を略完全に利用して
消石灰飽和水溶液を連続して得る方法である。 As shown in FIG. 1, the present invention uses a device in which two slaked lime dissolving tanks each having horizontally rotating stirring blades are connected to each other to continuously obtain a saturated aqueous solution of slaked lime by almost completely utilizing the raw material slaked lime. It's a method.
溶解槽1,1′の底部に給水管2,2′および不
溶物取出口3,3′、該給水管2,2′の上方に撹
拌翼4,4′および該槽1,1′上端部に消石灰水
溶液取出管5,5′を有する溢流液受部6,6′を
設けた消石灰溶解槽を2基を互いの消石灰水溶液
取出管5,5′が切換えバルブ7,7′により給水
管2,2′に連結して設けてなる消石灰溶解槽装
置を用いる。 Water supply pipes 2, 2' and insoluble matter outlet ports 3, 3' are provided at the bottom of the dissolution tanks 1, 1', stirring blades 4, 4' are provided above the water supply pipes 2, 2', and the upper ends of the tanks 1, 1' Two slaked lime dissolving tanks each having an overflow liquid receiving part 6, 6' having a slaked lime aqueous solution extraction pipe 5, 5' are connected to each other, and each slaked lime solution extraction pipe 5, 5' is connected to a water supply pipe by a switching valve 7, 7'. 2 and 2' is used.
このような装置を用い溶解槽1および1′の内
部に消石灰の供給を消石灰供給口10,10′よ
り適宜の方法により行なえばよいが、消石灰粉末
の飛散を防止するには消石灰の袋またはコンテナ
バツグ11にバツグフイルター12に接続した管
13を連結し、吸収フアン14により吸収し、バ
ツグフイルター12、ロータリーバルブ15を経
て消石灰供給口10,10′により供給するのが
よい。16はバツグフイルターに付着した粉を逆
洗落下させるためのコンプレツサーである。消石
灰は予め所定量消石灰溶解槽に入れ運転し、消石
灰が殆んどなくなり製造する消石灰水溶液の濃度
が低下したとき再び供給すればよい。溶解槽1お
よび1′への水の供給は一定または略一定の速度
で送入するが、このためには例えば定圧水槽8を
設け管17より水道水を導入し、溢流管18によ
り定圧水槽8の水位を一定に保持させながら給水
管19、流量調節計20を通して給水管2より供
給し、撹拌翼4を低速回転させて消石灰を流動溶
解させて槽上端消石灰水溶液取出管5より取出し
た液を切換えバルブ7により管21′を通り給水
管2′を経て他の溶解槽1′に導入し、同様にして
槽1′上端部の消石灰水溶液取出管5′より消石灰
水溶液を連続的に取り出す方法である。この場合
において最初の溶解槽1より流出する液は消石灰
が溶解槽1内に充分存在するときは殆んど飽和水
溶液であり、敢えて第2の溶解槽1′に導入する
必要はなく、そのまま取り出してもよいが、長期
間運転していると溶解槽1内の消石灰が少なくな
り、次第に消石灰水溶液取出管5より得られる消
石灰水溶液の濃度が低下してくる。少なくともこ
の消石灰水溶液の濃度が低下し始める時点で第1
の溶解槽1より得られる溶液を第2の溶解槽1′
に導入する(直列使用開始)。このようにするこ
とにより第1の溶解槽1の消石灰を略完全に利用
しながら消石灰飽和水溶液を連続して得ることが
できる。第1の溶解槽1の消石灰を消費した後は
定圧水槽8よりの給水を第2の溶解槽に切換えバ
ルブ9により切換える(単独使用再開。なお、こ
の切換時点は、第1の溶解槽1より得られる消石
灰水溶液の濃度が前記の濃度が低下し始める時点
の濃度の80〜65%となつた時である。)この時第
2の溶解槽1′中には充分消石灰が存在し、消石
灰水溶液取出管5′より得られる水溶液は略飽和
濃度で得られる。この間に第1の溶解槽1の中の
不溶物を不溶物取出口3より除去し、新たに消石
灰を所定量入れ水を張つておく、そして第2の溶
解槽より得られる消石灰水溶液の濃度が低下し始
める時点で切換えバルブ7′により第2の溶解槽
1′より出る水溶液を第1の溶解槽1に導入し、
同様に運転して第1の溶解槽の水溶液取出管5よ
り消石灰飽和水溶液を得る。このように逐次切換
え使用することにより原料消石灰を略完全に利用
しながら連続して消石灰飽和水溶液を製造するこ
とができる。 Using such a device, slaked lime can be supplied into the dissolution tanks 1 and 1' through the slaked lime supply ports 10 and 10' by an appropriate method, but in order to prevent the slaked lime powder from scattering, a slaked lime bag or container is used. It is preferable that a pipe 13 connected to a bag filter 12 is connected to the bag 11, the absorption fan 14 absorbs the lime, and the slaked lime is supplied through the bag filter 12, the rotary valve 15, and the slaked lime supply ports 10, 10'. 16 is a compressor for backwashing and dropping powder adhering to the bag filter. A predetermined amount of slaked lime may be put into the slaked lime dissolving tank before operation, and when the slaked lime is almost completely used up and the concentration of the produced slaked lime aqueous solution has decreased, it may be supplied again. Water is supplied to the dissolution tanks 1 and 1' at a constant or approximately constant rate. For this purpose, for example, a constant pressure water tank 8 is provided, tap water is introduced through a pipe 17, and the constant pressure water tank is introduced through an overflow pipe 18. The liquid is supplied from the water supply pipe 2 through the water supply pipe 19 and the flow rate controller 20 while keeping the water level of 8 constant, and the stirring blade 4 is rotated at low speed to fluidize and dissolve the slaked lime, and the liquid is taken out from the slaked lime aqueous solution extraction pipe 5 at the upper end of the tank. The slaked lime aqueous solution is introduced into another dissolution tank 1' through the pipe 21' via the water supply pipe 2' using the switching valve 7, and in the same way, the slaked lime aqueous solution is continuously taken out from the slaked lime aqueous solution extraction pipe 5' at the upper end of the tank 1'. It is. In this case, the liquid flowing out from the first dissolving tank 1 is almost a saturated aqueous solution when there is sufficient slaked lime in the dissolving tank 1, so there is no need to intentionally introduce it into the second dissolving tank 1', and it can be taken out as it is. However, if the dissolution tank 1 is operated for a long period of time, the amount of slaked lime in the dissolution tank 1 decreases, and the concentration of the slaked lime aqueous solution obtained from the slaked lime aqueous solution extraction pipe 5 gradually decreases. At least at the point when the concentration of this slaked lime aqueous solution starts to decrease, the first
The solution obtained from the dissolution tank 1 is transferred to the second dissolution tank 1'.
(Start of serial use). By doing so, the slaked lime saturated aqueous solution can be continuously obtained while substantially completely utilizing the slaked lime in the first dissolution tank 1. After slaked lime in the first dissolving tank 1 is consumed, the water supply from the constant pressure water tank 8 is switched to the second dissolving tank using the valve 9 (single use resumes. (This is when the concentration of the obtained slaked lime aqueous solution reaches 80 to 65% of the concentration at the time when the concentration starts to decrease.) At this time, there is enough slaked lime in the second dissolution tank 1', and the slaked lime aqueous solution The aqueous solution obtained from the take-out tube 5' has a substantially saturated concentration. During this time, the insoluble matter in the first dissolution tank 1 is removed from the insoluble matter outlet 3, a predetermined amount of slaked lime is newly added and water is filled, and the concentration of the slaked lime aqueous solution obtained from the second dissolution tank is At the point when the aqueous solution starts to drop, the aqueous solution coming out of the second dissolving tank 1' is introduced into the first dissolving tank 1 by the switching valve 7',
The same operation is carried out to obtain a saturated lime saturated aqueous solution from the aqueous solution take-out pipe 5 of the first dissolution tank. By sequentially switching and using the slaked lime in this manner, it is possible to continuously produce a saturated aqueous solution of slaked lime while substantially completely utilizing the raw slaked lime.
本発明において用いる消石灰溶解槽1,1′は
上部が円筒型または角筒型であり、好ましくは底
部と上部とで断面積の異なる逆截頭型をなす槽を
用いる。この下部が逆截頭錐型の槽を用いると、
底部から水を供給するとき水の流速は上部に行く
に従い低下するから、断面積の小さい底部で撹拌
するとき消石灰粒子の流動する高さは比較的低く
抑えることができる。即ち消石灰粒子の流動する
高さの割には強い撹拌力を与えることができるた
め、撹拌翼は供給水を溶解槽内に均一に供給され
るデイストリビユーターの役目をすると同時に消
石灰と水との接触を効果的に行なわせて好都合で
ある。 The slaked lime dissolving tanks 1, 1' used in the present invention have a cylindrical or prismatic upper part, preferably an inverted truncated tank with different cross-sectional areas at the bottom and the upper part. If you use a tank with an inverted truncated conical bottom,
When water is supplied from the bottom, the flow rate of water decreases toward the top, so when stirring at the bottom, which has a small cross-sectional area, the height at which slaked lime particles flow can be kept relatively low. In other words, it is possible to apply a strong stirring force to the height at which the slaked lime particles flow, so the stirring blades serve as a distributor that uniformly supplies the supply water into the dissolution tank, and at the same time, they also serve as a distributor to uniformly supply the water into the dissolution tank. This is convenient because it allows for effective contact.
また撹拌翼4は櫂型などの如何なる形状でも良
いが、好ましくは消石灰スラリー層が底面にあま
り沈積しないようタービン型を使うのがよく、で
きるだけ底面近くに設け、溶解槽の上部に撹拌の
影響をできるだけ与えないようにする。言い換え
れば槽上端部から溢流する消石灰水溶液中には消
石灰微小粒子が同伴されないようにすることであ
り、それがためには槽上部筒には少なくとも消石
灰粒子流動層が認められないようにすることが望
ましく、逆錐体部の高さの上限は多くの実験の結
果から槽高約2500mmを固定した場合、連続運転中
の水道水上昇流速および撹拌翼周速などの望まし
い範囲において、消石灰粒子の流動する高さは槽
底から1600〜1800mmであることが確認されている
ので底面から全槽高の約2/3となる。 The stirring blades 4 may have any shape such as a paddle shape, but it is preferable to use a turbine type so that the slaked lime slurry layer does not accumulate too much on the bottom surface. Try not to give as much as possible. In other words, the slaked lime fine particles should not be entrained in the slaked lime aqueous solution overflowing from the upper end of the tank, and for this purpose, at least no fluidized bed of slaked lime particles should be observed in the upper cylinder of the tank. The upper limit of the height of the inverted cone part is based on the results of many experiments.If the tank height is fixed at approximately 2500 mm, the upper limit of the height of the slaked lime particles is It has been confirmed that the height of the flow is 1,600 to 1,800 mm from the bottom of the tank, which is approximately 2/3 of the total height of the tank from the bottom.
また下限については底部錐体の最小径を大きく
しない限り大きな影響はないが底面から全槽高の
約1/3程度とする。用いる消石灰粒子が微細粒子
または粗大粒子に関係なく運転の初期より撹拌翼
を回転させるが、撹拌翼の回転速度は撹拌により
流動する消石灰粒子が槽の上端より溢流しない範
囲であればよいが、撹拌速度があまり高速のとき
はそれだけ消石灰粒子が高くまで流動するため溶
解槽高を不必要に高くする必要が生じ、また消費
動力も高くなるので好ましくない。撹拌速度は溶
解槽の大きさや撹拌翼の形状により異なるが、実
験結果によれば周速1m/sec以下で充分であり、
好ましくは0.5m/sec以下とし底部より供給する
水の流速を溶解槽の底部で2mm/sec以下好まし
くは1mm/sec以下とし、溶解槽高が徒らに高く
なるのを避けるのがよい。 As for the lower limit, it will not have a big effect unless the minimum diameter of the bottom cone is increased, but it should be about 1/3 of the total tank height from the bottom. Regardless of whether the slaked lime particles used are fine particles or coarse particles, the stirring blades are rotated from the beginning of operation, but the rotation speed of the stirring blades only needs to be within a range where the slaked lime particles flowing due to stirring do not overflow from the top of the tank. If the stirring speed is too high, the slaked lime particles will flow to a higher height, making it necessary to unnecessarily increase the height of the dissolving tank, and also increasing power consumption, which is not preferable. The stirring speed varies depending on the size of the dissolution tank and the shape of the stirring blade, but according to experimental results, a circumferential speed of 1 m/sec or less is sufficient.
Preferably, the flow rate of water supplied from the bottom of the dissolution tank should be set to 2 mm/sec or less, preferably 1 mm/sec or less, to avoid unnecessarily increasing the height of the dissolution tank.
尚、本発明の実施に当り、季節により水温が変
化し、消石灰の溶解度が若干変化することがある
が、得られる消石灰水溶液の濃度を一定に維持す
る必要がある場合には溶解槽または定圧水槽内に
ヒーターを設け加温するか、あるいは逆に冷却し
て水温を一定に維持することにより安定した消石
灰水溶液を得ることができる。 In carrying out the present invention, the water temperature changes depending on the season, and the solubility of slaked lime may change slightly, but if it is necessary to maintain a constant concentration of the obtained slaked lime aqueous solution, a dissolution tank or a constant pressure water tank is used. A stable slaked lime aqueous solution can be obtained by heating the water by installing a heater inside it, or by cooling it to maintain a constant water temperature.
また本発明方法は海水を淡水化して得られる飲
料水にミネラルを補給するような場合にも効果的
に用いることができる。 Furthermore, the method of the present invention can be effectively used when minerals are supplied to drinking water obtained by desalinating seawater.
実施例 1
底面の内径334mm、上部の内径625mm、高さ2830
mmの第1図に示す如き下部が逆截頭錐型である透
明塩化ビニル槽の内部に外径175mmのタービン形
撹拌翼を取り付けた溶解槽を2個設けた第1図に
示す如き装置を用いた。Example 1 Bottom inner diameter 334 mm, upper inner diameter 625 mm, height 2830
The device as shown in Fig. 1 is equipped with two melting tanks each equipped with a turbine-type stirring blade with an outer diameter of 175 mm inside a transparent vinyl chloride tank whose lower part has an inverted truncated pyramid shape as shown in Fig. 1. Using.
2個の溶解槽にそれぞれ23Kgの消石灰を投入
し、水を張り、1個の溶解槽1の底部より水を底
部334mm内径の部分で速度が0.4mm/secで送入し、
スタート時より撹拌翼を周速0.5m/secで回転さ
せ、槽上端部の消石灰水溶液取出管5より約
1800ppmの消石灰水溶液を得たが、90時間経過後
より消石灰水溶液の濃度が下り始めたので切換え
バルブにより消石灰水溶液取出管5の液を第2の
溶解槽1′に導入し、消石灰水溶液取出管5′より
約1800ppmの消石灰水溶液を連続して得た。 23 kg of slaked lime was put into each of the two dissolving tanks, water was filled, and water was introduced from the bottom of one dissolving tank 1 at a speed of 0.4 mm/sec to the bottom part with an inner diameter of 334 mm.
From the start, rotate the stirring blade at a circumferential speed of 0.5 m/sec, and from the slaked lime aqueous solution extraction pipe 5 at the upper end of the tank, approx.
A slaked lime aqueous solution of 1800 ppm was obtained, but the concentration of the slaked lime aqueous solution started to decrease after 90 hours had passed, so the liquid in the slaked lime aqueous solution extraction pipe 5 was introduced into the second dissolution tank 1' using the switching valve, and the slaked lime aqueous solution extraction pipe 5 About 1800 ppm slaked lime aqueous solution was continuously obtained from '.
120時間経過後、第1の溶解槽より出る液の消
石灰濃度が1400ppmになつたので定圧水槽の水を
直接第2の溶解槽1′に供給し、第1の溶解槽1
内の不溶物は不溶物抜出管より除去し、新たに消
石灰23Kgを投入し水を張つておいた。190時間経
過後には第2の溶解槽1′より出る液の消石灰濃
度が低下し始めたので、切換えバルブ7′により
第2の溶解槽より出る液を第1の溶解槽1に導入
したところ引き続いて約1800ppmの消石灰水溶液
が得られた。 After 120 hours, the concentration of slaked lime in the liquid coming out of the first dissolving tank reached 1400 ppm, so the water from the constant pressure water tank was directly supplied to the second dissolving tank 1'.
The insoluble matter inside was removed from the insoluble matter extraction pipe, 23 kg of slaked lime was added, and water was filled. After 190 hours, the concentration of slaked lime in the liquid coming out of the second dissolving tank 1' began to decrease, so when the liquid coming out of the second dissolving tank was introduced into the first dissolving tank 1 using the switching valve 7', it continued. A slaked lime aqueous solution of about 1800 ppm was obtained.
実施例 2
実施例1で用いた装置の溶解槽を内径146mm、
高さ2350mmの円筒型の内部にバツフルを有する透
無塩化ビニル槽に、撹拌翼を外形50mmのタービン
形撹拌翼に取り換えた装置を用いた。この溶解槽
に消石灰0.4Kgを投入し、水の流速を0.2mm/secで
実施例1と同様に運転したところ安定して消石灰
水溶液が得られた。Example 2 The dissolution tank of the apparatus used in Example 1 had an inner diameter of 146 mm,
A device was used in which the stirring blade was replaced with a turbine-type stirring blade with an external diameter of 50 mm in a cylindrical non-chloride tank with a height of 2350 mm and a baffle inside. When 0.4 kg of slaked lime was put into this dissolution tank and the operation was performed in the same manner as in Example 1 at a water flow rate of 0.2 mm/sec, a stable slaked lime aqueous solution was obtained.
第1図は本発明で用いる消石灰水溶液製造装置
の1例を示す図である。
1,1′……溶解槽、2,2′……給水管、3,
3′……不溶物取出口、4,4′……撹拌機、5,
5′……消石灰水溶液取出管、6,6′……溢流液
受部、7,7′……切換えバルブ、8……定圧水
槽、9……切換えバルブ、10,10′……消石
灰供給口、11……コンテナバツグ、12……バ
ツグフイルター、14……吸引フアン、15……
ロータリーバルブ、16……コンプレツサー、1
8……溢流管、19……給水管、20……流量調
節計。
FIG. 1 is a diagram showing an example of an apparatus for producing a slaked lime aqueous solution used in the present invention. 1, 1'...dissolution tank, 2, 2'...water supply pipe, 3,
3'... Insoluble matter outlet, 4, 4'... Stirrer, 5,
5'... Slaked lime aqueous solution extraction pipe, 6, 6'... Overflow liquid receiver, 7, 7'... Switching valve, 8... Constant pressure water tank, 9... Switching valve, 10, 10'... Slaked lime supply Mouth, 11... Container bag, 12... Bag filter, 14... Suction fan, 15...
Rotary valve, 16...Compressor, 1
8... Overflow pipe, 19... Water supply pipe, 20... Flow rate controller.
Claims (1)
頭錐型の槽の底部に給水管および不溶物取出口、
該給水管の真上に水平に回転する撹拌翼また槽上
端部に消石灰水溶液取出管を有する溢流液受部を
設け、該槽内部に消石灰の堆積層を形成させ、該
底部給水管より水道水を一定または略一定の速度
で送入しながら、該撹拌翼を低速回転させて消石
灰を流動溶解させながら、該溢流液受部より消石
灰水溶液を取出すようにした消石灰溶解槽2個
を、互いの消石灰水溶液取出管が切換バルブによ
り他の槽の給水管に連結するように設け、第1の
溶解槽の溢流液受部より取出す水溶液の濃度が消
石灰の飽和に近い濃度から低下し始める時点で第
2の溶解槽の給水管に導入した後、第1の溶解槽
の溢流液受部の有する取出管の出口の濃度が低下
前の濃度の80〜65%に達するまで該2槽を直列に
運転し、その後は第2の溶解槽の単独運転とし、
以後このような2槽の直列または単独運転の繰返
し、逐次切換え使用により、消石灰飽和水溶液を
連続的に取出すことを特徴とする消石灰飽和水溶
液の製造方法。1. A water supply pipe and an insoluble matter outlet are installed at the bottom of a tank whose upper part is cylindrical or prismatic and whose lower part is an inverted truncated pyramid.
A stirring blade that rotates horizontally right above the water supply pipe and an overflow liquid receiver having a slaked lime aqueous solution extraction pipe are provided at the upper end of the tank, and a layer of slaked lime is formed inside the tank, and the water is removed from the bottom water supply pipe. Two slaked lime dissolving tanks are provided, in which the aqueous slaked lime solution is taken out from the overflow liquid receiving part, while the stirring blades are rotated at low speed while water is fed at a constant or substantially constant speed, and the slaked lime is fluidized and dissolved. Each slaked lime aqueous solution extraction pipe is connected to the water supply pipe of another tank by a switching valve, and the concentration of the aqueous solution taken out from the overflow liquid receiving part of the first dissolution tank starts to decrease from a concentration close to the saturation of slaked lime. After introducing the water into the water supply pipe of the second dissolution tank at the point in time, the two tanks are fed until the concentration at the outlet of the take-out pipe of the overflow liquid receiving part of the first dissolution tank reaches 80 to 65% of the concentration before reduction. are operated in series, and then the second dissolution tank is operated independently.
A method for producing a slaked lime saturated aqueous solution, which is characterized in that the slaked lime saturated aqueous solution is subsequently taken out continuously by repeatedly operating the two tanks in series or singly or by successively switching them.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12166579A JPS5659650A (en) | 1979-09-21 | 1979-09-21 | Manufacture of slaked lime solution |
| US06/134,051 US4366142A (en) | 1979-03-28 | 1980-03-26 | Method and apparatus for the preparation of slaked lime solution |
| CA000348568A CA1160427A (en) | 1979-03-28 | 1980-03-27 | Method and apparatus for the preparation of slaked lime solution |
| GB8010397A GB2048107B (en) | 1979-03-28 | 1980-03-27 | Method and apparatus for the continuous preparation of slaked lime solution |
| US06/223,286 US4389376A (en) | 1979-03-28 | 1981-01-08 | Apparatus for the preparation of slaked lime solution |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12166579A JPS5659650A (en) | 1979-09-21 | 1979-09-21 | Manufacture of slaked lime solution |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5659650A JPS5659650A (en) | 1981-05-23 |
| JPS6335574B2 true JPS6335574B2 (en) | 1988-07-15 |
Family
ID=14816859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12166579A Granted JPS5659650A (en) | 1979-03-28 | 1979-09-21 | Manufacture of slaked lime solution |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5659650A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5043306B2 (en) * | 2005-03-17 | 2012-10-10 | 株式会社クレハ環境 | Method for producing slaked lime aqueous solution |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS533049Y2 (en) * | 1973-05-07 | 1978-01-26 | ||
| JPS54118645A (en) * | 1978-03-06 | 1979-09-14 | Iida Kousaku | Method of dissolving and injecting slaked lime to in city water and its device |
-
1979
- 1979-09-21 JP JP12166579A patent/JPS5659650A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5659650A (en) | 1981-05-23 |
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