JPS6358762B2 - - Google Patents
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- Publication number
- JPS6358762B2 JPS6358762B2 JP54141888A JP14188879A JPS6358762B2 JP S6358762 B2 JPS6358762 B2 JP S6358762B2 JP 54141888 A JP54141888 A JP 54141888A JP 14188879 A JP14188879 A JP 14188879A JP S6358762 B2 JPS6358762 B2 JP S6358762B2
- Authority
- JP
- Japan
- Prior art keywords
- slaked lime
- tank
- aqueous solution
- water
- pipe
- 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
連続的かつ必要に応じて断続的に製造する方法お
よび装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method and apparatus for continuously and, if necessary, intermittently 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. be.
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年ほどで管路を変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 places that need to be converted. 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。それにもかかわらず消石灰があま
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 also has the function of creating a calcium carbonate film on the pipe wall and preventing corrosion of the pipe line, making it more desirable to use slaked lime. It is. Despite this, slaked lime is not often used because it is difficult to dissolve, requires a large tank to store as a solution, it is difficult to continuously measure and inject powder, and undissolved lime deposits and adheres to the bottom, and slurry This is because if it is injected directly, it tends to deposit in the pipes along the way.
最近消石灰注入による上述の不都合を解消する
ものとして槽の下部に金網を設けて上下に仕切
り、該金網上に消石灰の堆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
和水を取り出す方法が提案されている。 Recently, in order to solve the above-mentioned disadvantages due to slaked lime injection, a wire mesh was installed at the bottom of the tank to divide it into upper and lower parts, and a deposited layer of slaked lime was formed on the wire mesh, and a slaked lime storage and dissolution tank filled with water was installed separately from the bottom of the tank. A method has been proposed in which water is fed into a constant pressure water tank at a constant flow rate and slaked lime saturated water is taken out from the top.
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てす
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。 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 dissolved, the dissolution tank is also small, and it is said that the overall apparatus becomes more 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。 However, according to the research conducted by the present inventors, although in the above method it is possible to take out a slaked lime aqueous solution of the expected concentration for the first few hours, the concentration of slaked lime gradually decreases.
これは消石灰の堆積層に水の通路となる孔がで
き、時間の経過とともに孔が大きくなり、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、または水道に含有される鉄若
しくはその他の微量の不溶物等により金網の目詰
りを発生させる。更に水中に存在している遊離炭
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。 This is because pores are formed in the slaked lime deposit layer, which become larger over time, 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, although there may be no problem in a short period of several months, the wire mesh will become clogged if used continuously for several years, resulting in water leakage. This will block the passage. 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 the water supply. Furthermore, free carbonic acid present in water is converted to CaCO3 in the presence of Ca(OH) 2 , so
This 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期間連続的に
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 to obtain a saturated aqueous solution of slaked lime continuously for a period of time.
本発明は消石灰溶解槽として円筒または角筒の
筒型或は下部が逆截頭錐型または逆截頭錐型であ
り、上部が円筒または角筒(以下単に逆截頭錐型
と記す)をなす槽を用い、この槽の底部に給水口
を設け、消石灰粒子の懸濁するスラリー存在範囲
の槽の側壁よりスラリー液の一部を槽外に取り出
し底部に供給する循環ポンプを設けた槽内部に、
所定量の消石灰を投入後、循環ポンプにより液を
循環させ、底部の給水口より水道水を一定または
略一定の速度で送入して消石灰を流動溶解させな
がら槽上部より連続的に消石灰水溶液を取り出す
装置に関する。 The present invention provides a slaked lime dissolving tank having a cylindrical or square tube shape, or a lower part of which is an inverted truncated conical shape or an inverted truncated conical shape, and an upper part of which is a cylinder or a rectangular tube (hereinafter simply referred to as an inverted truncated conical shape). An eggplant tank is used, and a water supply port is provided at the bottom of the tank, and a part of the slurry liquid is taken out of the tank from the side wall of the tank where the slurry in which slaked lime particles are suspended is provided, and a circulation pump is installed to supply the tank to the bottom. To,
After adding a predetermined amount of slaked lime, the liquid is circulated by a circulation pump, and tap water is fed at a constant or almost constant rate from the water supply port at the bottom to fluidize and dissolve the slaked lime, while continuously pouring the slaked lime aqueous solution from the top of the tank. It relates to a device for taking out.
次に附図により本発明を詳しく説明する。 Next, the present invention will be explained in detail with reference to the accompanying drawings.
第1図は本発明で用いる装置の具体例であり、
消石灰溶解槽1の上面に消石灰供給口2、該槽1
の上端部に消石灰水溶液取出管3を有する溢流液
受部4を設け、かつ該槽1の底部に給水管5を設
けてなり、送槽1の外に循環ポンプ6を設け、槽
1の逆錐体部の途中より管7により槽内スラリー
液の一部を抜き出し、管8により槽1の底部に吐
出させることにより槽1の底部に堆積している消
石灰を撹拌流動させ、消石灰を溶解させる。この
循環ポンプ6に連結した吐出管8は新たな水の給
水管5と兼用させることができる。この場合、新
たな水の供給は循環ポンプ6の吸引側になされる
のが好ましい。吐出管8の先端は一つになつてい
てもよいが、槽1の底面に堆積した消石灰をでき
るだけ均一に流動させるためには、複数個に分割
されているのが好ましい。 FIG. 1 shows a specific example of the device used in the present invention,
A slaked lime supply port 2 on the top surface of the slaked lime dissolving tank 1, the tank 1
An overflow liquid receiving part 4 having a slaked lime aqueous solution extraction pipe 3 is provided at the upper end, a water supply pipe 5 is provided at the bottom of the tank 1, and a circulation pump 6 is provided outside the tank 1 to Part of the slurry liquid in the tank is extracted from the middle of the inverted conical part through pipe 7 and discharged to the bottom of tank 1 through pipe 8, thereby stirring and fluidizing the slaked lime deposited at the bottom of tank 1, thereby dissolving the slaked lime. let The discharge pipe 8 connected to the circulation pump 6 can also be used as the water supply pipe 5 for fresh water. In this case, fresh water is preferably supplied to the suction side of the circulation pump 6. The discharging pipe 8 may have a single distal end, but is preferably divided into a plurality of distal ends in order to make the slaked lime deposited on the bottom of the tank 1 flow as uniformly as possible.
本発明において用いる消石灰溶解槽1は円筒型
または角筒型であつてもよいが、好ましくは第1
図に示す如く槽の底部と上部とで断面積が異なる
逆截頭錐型をなす槽を用いる。この断面積の小さ
い底部に循環ポンプ6により管8より液を吐出さ
せるとき、液の流速は上部に行くに従つて低下す
るから、断面積の小さい底部で大なる流速を与え
ることができ、吐出液により消石灰粒子を強く流
動させることができ、しかも消石灰粒子の流動す
る高さを比較的低く抑えることができて好都合で
ある。 The slaked lime dissolving tank 1 used in the present invention may be cylindrical or prismatic, but preferably the first
As shown in the figure, an inverted truncated cone-shaped tank is used in which the cross-sectional area is different at the bottom and top of the tank. When the circulation pump 6 discharges liquid from the pipe 8 to the bottom part with a small cross-sectional area, the flow rate of the liquid decreases as it goes to the top, so a large flow rate can be given at the bottom part with a small cross-sectional area, and the discharge It is advantageous that the slaked lime particles can be strongly fluidized by the liquid, and the height at which the slaked lime particles flow can be kept relatively low.
本発明の実施に際し消石灰溶解槽1へ消石灰供
給口2より所定量の消石灰を投入し、給水管5よ
り新たな水を略一定速度で供給する。新たな水を
略一定の速度で供給するには、例えば定圧水槽9
を設け、管10より新たな水を導入し、溢流管1
1により定圧水槽9の水位を一定に保持させなが
ら給水管12、流量計13を通して給水管5より
槽1に供給する。このときの水の流速が槽の上部
で2mm/sec以下の速度となるようにするのが好
ましい。また循環ポンプ6による液の循環量は多
い程消石灰粒子をより激しく流動させることがで
きて好ましいが、消石灰粒子の流動の状態により
適宜決められる。しかしがら消石灰粒子の流動層
の高さが全槽高の約1/2までとなるようにし、槽
側壁から槽内スラリー液を抜き出す位置は、流動
層の高さを超えないようにすることが望ましい。
このように循環ポンプ6により液を循環させなが
ら新たな水を供給すると、消石灰が殆んどなくな
るまで濃度約1500〜1800ppm(水温により異なる)
の消石灰水溶液が溢流液受部4を経て消石灰水溶
液取出管3より連続して得られる(消石灰水溶液
の濃度を一定に保持したい場合は定圧水槽内にヒ
ーターを設け給水の温度を調整すればよい)。尚
14は不溶物取出管である。 When carrying out the present invention, a predetermined amount of slaked lime is put into the slaked lime dissolving tank 1 from the slaked lime supply port 2, and fresh water is supplied from the water supply pipe 5 at a substantially constant rate. To supply new water at a substantially constant rate, for example, a constant pressure water tank 9
new water is introduced from pipe 10, and overflow pipe 1
1, the water is supplied from the water supply pipe 5 to the tank 1 through the water supply pipe 12 and the flow meter 13 while keeping the water level in the constant pressure water tank 9 constant. It is preferable that the flow rate of water at this time is 2 mm/sec or less at the top of the tank. Further, the larger the amount of liquid circulated by the circulation pump 6, the more vigorously the slaked lime particles can be made to flow, which is preferable, but it is determined as appropriate depending on the state of flow of the slaked lime particles. However, the height of the fluidized bed of slaked lime particles should be approximately 1/2 of the total height of the tank, and the position from which the tank slurry is extracted from the side wall of the tank should not exceed the height of the fluidized bed. desirable.
By supplying new water while circulating the liquid with the circulation pump 6, the concentration will be approximately 1500 to 1800 ppm (depending on the water temperature) until the slaked lime is almost gone.
A slaked lime aqueous solution is continuously obtained from the slaked lime aqueous solution take-out pipe 3 via the overflow liquid receiving part 4 (if you want to keep the concentration of the slaked lime aqueous solution constant, you can adjust the temperature of the water supply by installing a heater in the constant pressure water tank) ). Note that 14 is an insoluble matter removal tube.
また本発明の実施に際しては第2図に示す如く
2個の消石灰溶解槽1,1′を互いの消石灰水溶
液取出管3,3′が切換えバルブ15,15′によ
り他の溶解槽の給水管5,5′に連結して設け、
一方の溶解槽より得られる液の消石灰濃度が低下
しはじめたとき、この水溶液を更に他方の溶解槽
に通して高濃度の消石灰水溶液を連続して得るの
が原料消石灰を略完全に利用することができて好
ましい。 In addition, when carrying out the present invention, as shown in FIG. , 5',
When the concentration of slaked lime in the liquid obtained from one dissolution tank begins to decrease, this aqueous solution is passed through the other dissolution tank to continuously obtain a highly concentrated slaked lime aqueous solution, which makes almost complete use of the raw slaked lime. It is preferable that it can be done.
即ち最初の溶解槽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、そのまま消石灰水溶液取出管3より
取り出してもよい。しかし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3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
濃度が低下しはじめる前より第1の溶解槽1より
得られる溶液を切換えバルブ15により第2の溶
解槽1′に導入する。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
9よりの給水を切換えバルブ16により第2の溶
解槽1′に切換える。このとき第2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3′
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
管14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1′より得ら
れる消石灰水溶液の濃度が低下しはじめる前に切
換えバルブ15′により第2の溶解槽より水溶液
を第1の溶解槽に導入し、同様に運転して第1の
溶解槽の水溶液取出管3より消石灰水溶液を得
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消石灰水溶液を
製造することができる。 That is, 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, and there is no need to intentionally introduce it into the second dissolving tank 1', and the liquid flows directly into the slaked lime aqueous solution. It may also be taken out from the take-out tube 3. However, when operating 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 3 gradually decreases. At least before the concentration of the slaked lime aqueous solution begins to decrease, the solution obtained from the first dissolving tank 1 is introduced into the second dissolving tank 1' by the switching valve 15. 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 the slaked lime in the first dissolving tank 1 is consumed, the water supply from the constant pressure water tank 9 is switched to the second dissolving tank 1' by a switching valve 16. At this time, there is sufficient slaked lime in the second dissolution tank 1', and the slaked lime aqueous solution extraction pipe 3'
The resulting aqueous solution has a substantially saturated concentration. During this time, the insoluble matter in the first dissolution tank 1 is removed from the insoluble matter removal pipe 14, and a predetermined amount of slaked lime is newly added and water is filled. Then, before the concentration of the slaked lime aqueous solution obtained from the second dissolving tank 1' begins to decrease, the aqueous solution is introduced from the second dissolving tank into the first dissolving tank using the switching valve 15', and the first dissolving tank is operated in the same manner. A slaked lime aqueous solution is obtained from the aqueous solution take-out pipe 3 of the dissolution tank. By sequentially switching and using the slaked lime in this manner, the slaked lime aqueous solution can be produced while making almost complete use of the raw slaked lime.
尚、攪拌手段として、特願昭54−36614号(特
開昭55−10819号)及び特願昭54−121665号(特
開昭56−59650号)の出願公開に係わる発明は水
平攪拌翼を槽底部に設けているが、本発明のポン
プ循環の方が、攪拌翼を使用するものに比して、
消石灰微細粒子が浮上するのを防止する手段とし
ては、優れたものである。 As a stirring means, the inventions disclosed in Japanese Patent Application No. 54-36614 (Japanese Unexamined Patent Publication No. 55-10819) and Japanese Patent Application No. 54-121665 (Unexamined Japanese Patent Application No. 56-59650) use horizontal stirring blades. Although it is installed at the bottom of the tank, the pump circulation of the present invention is better than the one using stirring blades.
This is an excellent means for preventing slaked lime fine particles from floating up.
すなわち、次の通りである:
(イ) 上記出願公開に係わる発明では下部に水平攪
拌翼を設けるために、溶解槽上部から垂直に回
転軸を挿入するが、軸の回転力によつて槽内の
未溶解消石灰微粒子の浮上を誘発する。比較的
小型溶解槽の場合は、攪拌回転軸も細いので粒
子浮上の問題が生じないとしても、溶解槽が大
きい場合は軸径も当然大きくなり微粒子の浮上
が誘発されやすい。本発明によるポンプ循環で
は溶解槽内に上記回転軸が無いので、その心配
は全く無い。 That is, as follows: (a) In the invention related to the above-mentioned published application, a rotating shaft is inserted vertically from the top of the dissolving tank in order to provide a horizontal stirring blade at the bottom. induces floating of undissolved lime particles. In the case of a relatively small dissolution tank, the agitation rotating shaft is also thin, so even if the problem of particle flotation does not occur, if the dissolution tank is large, the diameter of the shaft will naturally become large, which tends to induce the flotation of fine particles. In the pump circulation according to the present invention, there is no rotating shaft in the dissolution tank, so there is no need to worry about this.
(ロ) 本発明のポンプ循環によれば、消石灰堆積層
が流動層を形成し、該流動層上部の消石灰微細
固体粒子を該流動層の高さを超えない槽側壁か
らスラリー液として吸引、槽底部の給水口から
槽内へ再循環させるので、溶解槽上部への消石
灰微粒子の浮上、流出を抑制でき、攪拌翼方式
にはない効果がある。(b) According to the pump circulation of the present invention, the slaked lime deposited layer forms a fluidized bed, and the slaked lime fine solid particles at the top of the fluidized bed are sucked as a slurry liquid from the tank side wall that does not exceed the height of the fluidized bed. Since it is recirculated into the tank from the water supply port at the bottom, it is possible to suppress the floating and outflow of slaked lime fine particles to the upper part of the dissolution tank, which has an effect that the stirring blade method does not have.
(ハ) 本発明では、溶解槽内部に攪拌機等の複雑な
構造物が一切無いため、設備費が安くできるば
かりでなく、槽内部の点検、補修も極めて簡単
となり、斯界の産業上有意義なものである。(c) In the present invention, since there is no complicated structure such as an agitator inside the dissolution tank, not only the equipment cost can be reduced, but also inspection and repair of the inside of the tank are extremely easy, which is industrially significant in this field. It is.
実施例
底部内径334mmφ、上部内径625mmφ、高さ2800
mmの下部逆截頭錐部の高さが1640mmで、上部が円
筒の第1図に示す溶解装置で、その逆錐体部の最
大直径部まで消石灰粒子が浮遊することが許され
るとして消石灰流動層の中央部分よりやや下の部
分よりポンプで液を抜き出し、下部にフイードし
循環させる装置とした。この溶解槽に水を張り消
石灰20Kg(63μ以下の微細粒子を80重量%含む)
(約4日連続運転相当量)を投入し、定圧水槽で
一定圧力に保持した水導水を底部の内径334mmφ
の部分で流速が0.4〜0.8mm/secで送入し、かつ循
環ポンプにより溶解槽内液を上部よりポンプで吸
入し、下部に循環させ、槽の上端部の溢流部抜出
管より消石灰水溶液を連続的に取り出した。得ら
れた水溶液は未溶解消石灰が殆んどなくなるまで
1500〜1800ppmで約一定濃度の消石灰水溶液であ
つた。尚このときの消石灰粒子の流動層部分高さ
は1600〜1800mmであつた。Example Bottom inner diameter 334mmφ, top inner diameter 625mmφ, height 2800
In the dissolving device shown in Figure 1, where the height of the lower inverted truncated cone section is 1640 mm and the upper part is cylindrical, slaked lime particles are allowed to float up to the maximum diameter of the inverted cone section. The device used a pump to draw out the liquid from slightly below the center of the layer, feed it to the lower part, and circulate it. Fill this dissolution tank with water and 20 kg of slaked lime (contains 80% by weight of fine particles of 63μ or less)
(equivalent to approximately 4 days of continuous operation) and maintained at a constant pressure in a constant pressure water tank.
The solution is fed at a flow rate of 0.4 to 0.8 mm/sec, and the liquid in the dissolving tank is sucked in from the upper part by a circulation pump, circulated to the lower part, and slaked lime is extracted from the overflow pipe at the upper end of the tank. The aqueous solution was taken off continuously. The resulting aqueous solution is heated until almost all undissolved lime is gone.
It was a slaked lime aqueous solution with a constant concentration of 1500 to 1800 ppm. The height of the fluidized bed portion of the slaked lime particles at this time was 1600 to 1800 mm.
第1図は本発明装置の1例を示す要領図であ
り、第2図は本発明他の実施の態様例を示す要領
図である。
1,1′……消石灰溶解槽、2,2′……消石灰
供給口、3,3′……消石灰水溶液取出口、4,
4′……溢流液受部、5,5′……給水管、6,
6′……循環ポンプ、7,8,10……管、9…
…定圧水槽、11……溢流管、12……給水管、
13……流量計、14……不溶物取出管。
FIG. 1 is a schematic diagram showing one example of the apparatus of the present invention, and FIG. 2 is a schematic diagram showing another embodiment of the present invention. 1, 1'... Slaked lime dissolution tank, 2, 2'... Slaked lime supply port, 3, 3'... Slaked lime aqueous solution outlet, 4,
4'... Overflow liquid receiving part, 5, 5'... Water supply pipe, 6,
6'...Circulation pump, 7, 8, 10...Pipe, 9...
... constant pressure water tank, 11 ... overflow pipe, 12 ... water supply pipe,
13...Flowmeter, 14...Insoluble matter removal pipe.
Claims (1)
をなし、上部が筒型をなし該槽上面に消石灰供給
口を、又該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た消石灰溶解槽1個または互
いの消石灰水溶液取出管が切換バルブにより他の
槽の給水導管に連結するようにした消石灰溶解槽
2個を設けてなり、かつ該槽底部に給水口および
消石灰粒子の懸濁するスラリー存在範囲の槽の側
壁より槽内スラリー液の一部を取り出し槽底部に
供給する導管および循環ポンプを設けてなり、定
圧水槽の水位を一定に保持し、該給水口より水道
水を一定または略一定の速度で送入する手段を接
続してなることを特徴とする消石灰水溶液の連続
製造装置。1. The slaked lime dissolving tank has a cylindrical shape or a lower part has an inverted truncated cone shape, and an upper part has a cylindrical shape, and has a slaked lime supply port on the top surface of the tank, and an overflow liquid receiving part having a slaked lime aqueous solution extraction pipe at the upper end of the tank. Either one slaked lime dissolving tank equipped with a slaked lime aqueous solution or two slaked lime dissolving tanks each having a slaked lime aqueous solution outlet pipe connected to the water supply pipe of the other tank by a switching valve, and a water supply port and a slaked lime disposed at the bottom of the tank. A part of the slurry liquid in the tank is taken out from the side wall of the tank in the area where the slurry exists where particles are suspended, and a conduit and a circulation pump are installed to supply it to the bottom of the tank. 1. An apparatus for continuously producing a slaked lime aqueous solution, characterized in that it is connected to a means for feeding tap water at a constant or substantially constant rate.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14188879A JPS5669221A (en) | 1979-11-01 | 1979-11-01 | Preparation of aqueous solution of slaked lime and its device |
| 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 |
|---|---|---|---|
| JP14188879A JPS5669221A (en) | 1979-11-01 | 1979-11-01 | Preparation of aqueous solution of slaked lime and its device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5669221A JPS5669221A (en) | 1981-06-10 |
| JPS6358762B2 true JPS6358762B2 (en) | 1988-11-16 |
Family
ID=15302490
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14188879A Granted JPS5669221A (en) | 1979-03-28 | 1979-11-01 | Preparation of aqueous solution of slaked lime and its device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5669221A (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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
- 1979-11-01 JP JP14188879A patent/JPS5669221A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5669221A (en) | 1981-06-10 |
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