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JPS6358763B2 - - Google Patents
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JPS6358763B2 - - Google Patents

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Publication number
JPS6358763B2
JPS6358763B2 JP54141889A JP14188979A JPS6358763B2 JP S6358763 B2 JPS6358763 B2 JP S6358763B2 JP 54141889 A JP54141889 A JP 54141889A JP 14188979 A JP14188979 A JP 14188979A JP S6358763 B2 JPS6358763 B2 JP S6358763B2
Authority
JP
Japan
Prior art keywords
slaked lime
tank
water
aqueous solution
ejector
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
JP54141889A
Other languages
Japanese (ja)
Other versions
JPS5669222A (en
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 filed Critical
Priority to JP14188979A priority Critical patent/JPS5669222A/en
Priority to US06/134,051 priority patent/US4366142A/en
Priority to CA000348568A priority patent/CA1160427A/en
Priority to GB8010397A priority patent/GB2048107B/en
Priority to US06/223,286 priority patent/US4389376A/en
Publication of JPS5669222A publication Critical patent/JPS5669222A/en
Publication of JPS6358763B2 publication Critical patent/JPS6358763B2/ja
Granted legal-status Critical Current

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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
続的に製造する装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus 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.

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。
Conventionally, in waterworks, rust etc. may occur in the 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
路内に沈積し易く、また消石灰に含有される不純
物(例えばMgO,SiO2,Fe2O3等)が水道水に
混入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 purpose, caustic soda, soda ash, slaked lime, etc. are injected into the water, which is easy to handle these days. Caustic soda is often used for this reason. 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 pour powder, and the undissolved remains settle and adhere to the bottom, and because it is not used as a slurry. This is because, when injected, it tends to deposit in the pipes along the way, and impurities contained in slaked lime (for example, MgO, SiO 2 , Fe 2 O 3, etc.) mix into tap water.

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
和水を取り出す装置が提案されている。
Recently, in order to solve the above-mentioned inconveniences due to slaked lime injection, a wire mesh is installed at the bottom of the tank to separate the upper and lower parts, and a deposited layer of slaked lime is formed on the wire mesh. A device 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.

この装置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 device, the stock slaked lime remains as it is, so 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 the device as a whole 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。
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.

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、または水道水に含有される鉄
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、スケーリングをおこし金網の目詰りを発生さ
せる。
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, and making good contact between water and slaked lime. This is due to the fact that it no longer occurs. 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 trace amounts of sand or insoluble matter contained in slaked lime, or trace amounts of iron or other insoluble matter contained in tap water. Furthermore, free carbonic acid present in water is converted to CaCO 3 in the presence of Ca(OH) 2 , causing 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 research 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 continuously obtain a saturated aqueous solution of slaked lime.

本発明は消石灰溶解槽として円筒または角筒の
筒型あるいは下部が逆截頭円錐型または逆截頭角
錐型(以下単に逆截頭錐型と記す)をなし、該錐
型部の最大径の部分が筒型をなす上部と連結する
槽を用い、この槽底部に水エジエクターより噴出
される給水口を設け、該水エジエクターには消石
灰粒子の懸濁するスラリー存在範囲の該槽の側壁
より出た抜出管が連なり、定圧水槽の水位を一定
に保持し該水エジエクターに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、消石灰
水溶液と消石灰とからなる槽内スラリー液を循環
させながら噴流液により槽底の消石灰を流動溶解
させながら槽上部の溢流液受部の取出管より連続
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 rectangular tube shape, or a lower part of which is an inverted truncated conical shape or an inverted truncated pyramidal shape (hereinafter simply referred to as an inverted truncated pyramidal shape), and the maximum diameter of the conical portion is A tank with a cylindrical upper part connected to the upper part is used, and a water supply port is provided at the bottom of the tank from which water is ejected from a water ejector. A slurry liquid in the tank consisting of an aqueous slaked lime solution and slaked lime is connected to a means for maintaining the water level in the constant pressure water tank at a constant level and feeding tap water to the water ejector at a constant or substantially constant rate. This invention relates to a device for continuously taking out an aqueous solution of slaked lime from a take-out pipe of an overflow liquid receiving part at the top of the tank while circulating the slaked lime at the bottom of the tank with a jet liquid.

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の底部に水エジエクター5より
噴出される給水口6および該槽1の消石灰粒子の
懸濁するスラリー存在範囲の槽の側壁より消石灰
と水溶液からなるスラリーの一部を抜き出し水エ
ジエクター5に連結する抜出管7を設けてなり、
水エジエクターにより排出される噴流水により槽
底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。水エジエクター5は1個であつても
よいが、用いる槽の大きさに応じて複数個設けて
槽底にある消石灰全体を撹拌流動させ得るように
する。
FIG. 1 shows a specific example of the device of the present invention, in which a slaked lime supply port 2 is provided on the top surface of a slaked lime dissolving tank 1, an overflow liquid receiving part 4 having a slaked lime aqueous solution extraction pipe 3 is provided at the upper end of the tank 1, and A part of the slurry consisting of slaked lime and an aqueous solution is extracted from the water supply port 6 spouted from the water ejector 5 at the bottom of the tank 1 and the side wall of the tank in the area where the slurry in which slaked lime particles are suspended is present in the tank 1 and connected to the water ejector 5. An extraction pipe 7 is provided to
The slaked lime deposited on the bottom of the tank is stirred and fluidized by the jet water discharged by the water ejector to dissolve the slaked lime. The number of water ejectors 5 may be one, but depending on the size of the tank used, a plurality of water ejectors 5 may be provided so that the entire slaked lime at the bottom of the tank can be stirred and fluidized.

本発明で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、第1図に示す如く槽
の上部と底部とで断面積が異なる逆截頭錐型をな
す槽を用いるのが好ましい。この断面積が小さい
底部に水エジエクター5を経て給水口6より水を
噴流させるとき、水の流速は断面積の大なる上部
へ行くに従つて低下するから、断面積の小さい底
部で水エジエクターからの噴流水により消石灰を
激しく撹拌流動させて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。本発明装置を用いて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2800mmを固定した
場合、連続運転中の水道水上昇流速の望ましい範
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。こ
れは流動層高さが槽底面から全槽高の約2/3であ
ることを示している。流動層高さがこれ以下であ
ることが溢流消石灰水溶液中に消石灰微小粒子が
同伴されないために好ましいことであるが、溶解
槽の容量を過大にしないためには、上記のように
流動層高さが槽高の約2/3となるようにすればよ
い。
The slaked lime dissolving tank 1 used in the present invention may be cylindrical or prismatic, but as shown in Figure 1, an inverted truncated pyramid-shaped tank with different cross-sectional areas at the top and bottom is used. is preferable. When water is jetted from the water inlet 6 through the water ejector 5 at the bottom with a small cross-sectional area, the flow velocity of the water decreases as it goes to the top where the cross-sectional area is large. Even if the slaked lime is vigorously stirred and fluidized by the water jet, the height at which the slaked lime particles flow can be kept relatively low, which is advantageous. It is desirable to prevent slaked lime microparticles from being entrained in the slaked lime aqueous solution overflowing from the upper end of the tank using the device of the present invention, and as a result of many experiments, the upper limit of the height of the inverted cone is set at 280 mm. It has been confirmed that when fixed, the height at which slaked lime particles flow is 1,600 to 1,800 mm from the tank bottom within the desired range of upward flow rate of tap water during continuous operation. This indicates that the height of the fluidized bed is approximately 2/3 of the total tank height from the bottom of the tank. It is preferable that the height of the fluidized bed is less than this so that fine slaked lime particles are not entrained in the overflowing slaked lime aqueous solution, but in order to avoid excessively increasing the capacity of the dissolution tank, the height of the fluidized bed must be adjusted as described above. The height should be about 2/3 of the tank height.

これは逆截頭錐型槽の下部錐体部の高さの上限
に相当することになる(本発明実施例参照)。
This corresponds to the upper limit of the height of the lower cone portion of the inverted truncated cone-shaped tank (see embodiments of the present invention).

本発明装置を用いて消石灰水溶液を製造するに
際しては消石灰溶解槽1へ消石灰供給口2より所
定量の消石灰を投入し、新たな水を水エジエクタ
ー5を経て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8を
設け、管9より新たな水を導入し、溢流管10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11、流量計12を通して水エジエクター5
より消石灰の溶解水として槽1に供給する。この
ときの槽内での水の流速は断面積の大なる槽上部
で2mm/sec以下の速度となるようにするのが好
ましい。本発明の筒型溶解槽を含めて、一般に消
石灰流動層高さは全槽高の中程となるようにし、
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。このように液抜出管7およ水エジエクター5
で槽内の液の一部を循環させながら水エジエクタ
ー5により新たな水を槽内に噴流させるとき槽内
の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。得られる消石灰水溶液の濃度を
気温にかかわらず一定にするには、定圧水槽内に
ヒーターを設け水温を一定にすればよい。尚13
は不溶物取出管である。
When producing a slaked lime aqueous solution using the apparatus of the present invention, a predetermined amount of slaked lime is introduced into the slaked lime dissolving tank 1 through the slaked lime supply port 2, and new water is supplied through the water ejector 5 at a substantially constant rate. To supply new water at a substantially constant rate, for example, a constant pressure water tank 8 is provided, new water is introduced through a pipe 9, and the water level in the constant pressure water tank 8 is maintained constant through an overflow pipe 10, while the water supply pipe 11 is , water ejector 5 through flow meter 12
The water is supplied to tank 1 as water in which slaked lime is dissolved. At this time, the flow rate of water in the tank is preferably set to 2 mm/sec or less in the upper part of the tank, which has a large cross-sectional area. Generally, the height of the slaked lime fluidized bed, including the cylindrical dissolving tank of the present invention, is set to be in the middle of the total tank height.
It is desirable that the position from which the slurry liquid in the tank is drawn out from the side wall of the tank does not exceed the height of the fluidized bed. In this way, the liquid drain pipe 7 and the water ejector 5
When a part of the liquid in the tank is circulated and new water is jetted into the tank by the water ejector 5, the concentration is about 1500~ until the slaked lime in the tank is almost gone.
A slaked lime aqueous solution of 1800 ppm (varies depending on the water temperature) is continuously obtained from the slaked lime aqueous solution extraction pipe 3 via the overflow liquid receiver 4. In order to keep the concentration of the obtained slaked lime aqueous solution constant regardless of the temperature, a heater may be provided in the constant pressure water tank to keep the water temperature constant. Sho 13
is an insoluble matter extraction 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14,14′によ
り他の溶解槽の給水口6,6′に連結するよう設
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。
Further, when carrying out the present invention, as shown in FIG. 2, the two slaked lime dissolving tanks 1 and 1' are switched between each other's slaked lime aqueous solution outlet pipes 3 and 3' by switching valves 14 and 14' to the water supply port 6 of the other dissolving tank. , 6', and when the concentration of slaked lime in the liquid obtained from one dissolution tank begins to decrease, this aqueous solution is further passed through the other dissolution tank to continuously obtain a high concentration slaked lime aqueous solution. This is preferable because the raw material slaked lime can be used almost completely.

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、そのまま消石灰水液液取出管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14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
8よりの給水を切換えバルブ15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約1500〜1800ppmの濃度で
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13にり除去し、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14′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
灰水溶液を連続して製造することができる。
In other words, 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'. The liquid may be taken out from the liquid take-out pipe 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 14. 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 8 is switched to the second dissolving tank 1' by a switching valve 15. 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 concentration of about 1500-1800 ppm. During this time, the insoluble matter in the first dissolution tank 1 is removed through the insoluble matter removal pipe 13, a predetermined amount of slaked lime is added and water is filled, and the slaked lime aqueous solution obtained from the second dissolution tank 1' Before the concentration of water begins to decrease, the aqueous solution is introduced from the second dissolution tank into the first dissolution tank using the switching valve 14', and the slaked lime aqueous solution is obtained from the aqueous solution take-out pipe 3 of the first dissolution tank by operating in the same manner. . By sequentially switching and using the slaked lime in this way, the slaked lime aqueous solution can be continuously produced while substantially completely utilizing the raw slaked lime.

尚、攪拌手段として、特願昭54−36614号(特
開昭55−130819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、本発明の水エ
ジエクター循環の方が、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. 55-130819) and Japanese Patent Application No. 121665 (Sho 56-59650) disclose horizontal stirring blades. Although it is provided at the bottom of the tank, the water ejector circulation of the present invention is superior to the one using stirring blades as a means of preventing fine slaked lime 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。本発明による水エジエクタ
ー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 water ejector circulation according to the present invention, there is no rotating shaft in the dissolution tank, so
There is no need to worry about that.

(ロ) 本発明のエジエクター循環によれば、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
方式にはない効果がある。
(b) According to the ejector 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 top of the dissolution tank, which has an effect not found in the stirring method.

(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.

(ニ) エジエクター循環では給水自体の圧力(水道
水圧)によつて循環させるので攪拌翼のように
モーターは必要としない。
(d) In ejector circulation, the water is circulated by the pressure of the water supply itself (tap water pressure), so there is no need for a motor like a stirring blade.

実施例 底部内径334mmφ、上部内径625mmφ、高さ2800
mmの下部逆截頭円錐部の高さが1850mmで、上部が
円筒の第1図に示す溶解装置を用い逆錐体部の最
大直径部まで消石灰粒子が浮遊することが許され
る消石灰流動層の上部高さ以下下の部分でエジエ
クターで液を吸引抜き出し、下部にフイード
(Feed)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)投入し、定圧
水槽で一定圧力に保持した水導水を水エジエクタ
ーを通して底部の内径334mmφの部分で流速が0.4
〜0.8mm/secで送入し、かつエジエクターにより
溶解槽内液を上部より吸引し、下部給水管に循環
させ、槽の上端部の取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の高さは1600〜1800mmであつ
た。
Example Bottom inner diameter 334mmφ, top inner diameter 625mmφ, height 2800
The height of the lower inverted truncated conical part is 1850 mm, and the melting device shown in Fig. 1 with a cylindrical upper part is used to create a slaked lime fluidized bed in which slaked lime particles are allowed to float up to the maximum diameter part of the inverted conical part. The device was designed to suck out the liquid using an ejector below the height of the upper part, feed it to the lower part, and circulate it. This dissolving tank was filled with water and 20 kg of slaked lime (containing 80% by weight of fine particles of 63μ or less, equivalent to about 4 days of continuous operation) was added, and the water was maintained at a constant pressure in a constant pressure water tank and passed through a water ejector with an inner diameter of 334 mmφ at the bottom. The flow velocity at the part is 0.4
The solution was fed at a rate of ~0.8 mm/sec, and the solution in the dissolution tank was sucked from the upper part by an ejector and circulated through the lower water supply pipe, and the slaked lime aqueous solution was continuously taken out from the take-out pipe at the upper end of the tank. The resulting aqueous solution was a slaked lime aqueous solution with a constant concentration of 1500 to 1800 ppm until almost all undissolved dissolved lime disappeared. The height of the fluidized bed portion of the slaked lime particles at this time was 1600 to 1800 mm.

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

第1図は本発明装置の1例を示す要領図であ
り、第2図は本発明の他の実施態様を示す要領図
である。 1,1′……消石灰溶解槽、2,2′……消石灰
供給口、3,3′……消石灰水溶液取出管、4,
4′……溢流液受部、5,5′……水エジエクタ
ー、6,6′……給水口、7,7′……抜出管、8
……定圧水槽、10……溢流管、11……給水
管、12……流量計、13,13′……不溶物取
出管、14,14′,15……切換バルブ。
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 extraction pipe, 4,
4'... Overflow liquid receiver, 5, 5'... Water ejector, 6, 6'... Water supply port, 7, 7'... Outlet pipe, 8
... constant pressure water tank, 10 ... overflow pipe, 11 ... water supply pipe, 12 ... flow meter, 13, 13' ... insoluble matter removal pipe, 14, 14', 15 ... switching valve.

Claims (1)

【特許請求の範囲】[Claims] 1 消石灰溶解槽が筒型または下部が逆截頭錐型
をなし該錐体の最大径の部分が筒型をなす上部と
連結してなり、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、かつ該槽底部に水エジエクターより噴出
される給水口を設け、該水エジエクターには消石
灰粒子の懸濁するスラリー存在範囲の槽の側壁よ
り出た抜出管が連なるスラリー液循環系を形成
し、定圧水槽の水位を一定に保持し該水エジエク
ターに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 an inverted truncated cone shape at the bottom, and the largest diameter part of the cone is connected to the cylindrical upper part, and a slaked lime supply port is provided on the top surface of the tank, and a slaked lime supply port is provided at the top of the tank. One slaked lime dissolving tank equipped with an overflow liquid receiving part with a slaked lime aqueous solution extraction pipe in the section, or two slaked lime dissolving tanks in which each slaked lime aqueous solution extraction pipe is connected to the water supply pipe of the other tank by a switching valve. A slurry liquid circulation system is provided in which a water supply port is provided at the bottom of the tank and is ejected from a water ejector, and the water ejector is connected to an extraction pipe extending from the side wall of the tank in an area where slurry in which slaked lime particles are suspended is present. 1. An apparatus for continuously producing a slaked lime aqueous solution, characterized in that the water ejector is connected to a means for maintaining the water level of the constant pressure water tank at a constant level and feeding tap water at a constant or substantially constant rate.
JP14188979A 1979-03-28 1979-11-01 Continuous production unit for aqueous solution of slaked lime Granted JPS5669222A (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP14188979A JPS5669222A (en) 1979-11-01 1979-11-01 Continuous production unit for aqueous solution of slaked lime
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
JP14188979A JPS5669222A (en) 1979-11-01 1979-11-01 Continuous production unit for aqueous solution of slaked lime

Publications (2)

Publication Number Publication Date
JPS5669222A JPS5669222A (en) 1981-06-10
JPS6358763B2 true JPS6358763B2 (en) 1988-11-16

Family

ID=15302514

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14188979A Granted JPS5669222A (en) 1979-03-28 1979-11-01 Continuous production unit for aqueous solution of slaked lime

Country Status (1)

Country Link
JP (1) JPS5669222A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
JPS5669222A (en) 1981-06-10

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