JPS6220874B2 - - Google Patents
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- Publication number
- JPS6220874B2 JPS6220874B2 JP20271881A JP20271881A JPS6220874B2 JP S6220874 B2 JPS6220874 B2 JP S6220874B2 JP 20271881 A JP20271881 A JP 20271881A JP 20271881 A JP20271881 A JP 20271881A JP S6220874 B2 JPS6220874 B2 JP S6220874B2
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- Japan
- Prior art keywords
- basic substance
- acidic
- condensed water
- treatment tank
- treated water
- Prior art date
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Description
【発明の詳細な説明】
本発明は、石油給湯機、ガス湯沸機等において
潜熱交換を行う際に発生する酸性結露水の処理装
置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus for treating acidic condensation water generated during latent heat exchange in oil water heaters, gas water heaters, and the like.
近年、省エネルギーの観点より高効率な石油給
湯機、ガス湯沸機等の燃焼機器が必要とされ、燃
焼排ガス中に含まれる潜熱を回収する熱交換器を
有した燃焼機器が開発されてきた。しかしなが
ら、この潜熱回収用熱交換器の表面では、燃焼排
ガス中の二酸化炭素や窒素酸化物等を溶かしこん
だ酸性結露水が発生し、この酸性結露水をそのま
ま排出した場合、配管の腐食やコンクリートを溶
かす等の問題が起こるため、化学的に中和する処
理機構が開発されてきた。 In recent years, there has been a need for highly efficient combustion appliances such as oil water heaters and gas water heaters from the perspective of energy conservation, and combustion appliances having heat exchangers that recover latent heat contained in combustion exhaust gas have been developed. However, on the surface of this latent heat recovery heat exchanger, acidic condensation water that dissolves carbon dioxide, nitrogen oxides, etc. in the combustion exhaust gas is generated, and if this acidic condensation water is discharged as it is, it may cause corrosion of pipes and concrete. Because of problems such as dissolution of substances, treatment mechanisms for chemically neutralizing them have been developed.
これらの処理機構は、単数又は複数の処理槽に
塩基性物質を設置し、順次に結露水を流して化学
処理するものであり、従来、第1図に示す処理機
構が開発されていた。この処理機構は、ボデイ1
に形成された処理槽2に、均一の円板状塩基性物
質3を設置し、酸性結露水が処理水入口部4より
流入して順次処理水出口側へ流れる様にしたもの
であり、中和処理された水は処理水出口部5より
排出されていた。この処理機構は、処理槽2が第
1図に示す如き構造であり、複数個の処理槽を直
列に傾斜させて数段並べた構成であるため、処理
槽の堰提流出端において酸性結露水の表面張力に
よる水塊が表面張力と自重とのバランスが崩れた
時急速に次槽に流入するため、将棋倒し的流れが
発生していた。そのため、定常的酸性結露水の流
入に対して間欠的流れを形成し、充分な反応時間
を保たぬままに流れることから、酸度の高いまま
処理水出口部5より排出される弊害があつた。ま
た、機構の取扱い時や輸送時等に塩基性物質3が
処理槽2から外れたりしないようにするため上壁
を設けてあるため、酸性結露水が正しく滴下され
るべき次段の最初の処理槽に入らず、上壁を伝つ
て途中で滴下したり、そのまま次々段まで上壁を
伝つて流れてしまうため、所定の処理がなされな
いまま酸度の高い結露水が排出される弊害があつ
た。この弊害は、第1図に示す如き構造の処理槽
を各段1個ずつ設け、数段縦に並べた構成の処理
機構においてもみられた。 In these processing mechanisms, a basic substance is installed in one or more processing tanks, and a chemical treatment is performed by sequentially flowing dew water. Conventionally, the processing mechanism shown in FIG. 1 has been developed. This processing mechanism
A uniform disk-shaped basic substance 3 is installed in the treatment tank 2 formed in The treated water was discharged from the treated water outlet section 5. In this treatment mechanism, the treatment tank 2 has a structure as shown in Fig. 1, in which a plurality of treatment tanks are arranged in series and arranged in several stages. When the balance between surface tension and its own weight was disrupted, the water mass rapidly flowed into the next tank due to the surface tension, causing a chess-like flow. Therefore, an intermittent flow is formed in response to the steady inflow of acidic condensation water, and the flow occurs without sufficient reaction time, resulting in the problem that the treated water is discharged from the treated water outlet 5 with high acidity. . In addition, an upper wall is provided to prevent the basic substance 3 from falling out of the treatment tank 2 during handling or transportation of the mechanism, so that the acidic condensation water is dripped correctly during the first treatment of the next stage. Because the water does not enter the tank and drips down the upper wall, or flows down the upper wall to one stage after another, there is a problem in that highly acidic condensed water is discharged without being treated properly. . This problem was also observed in a processing mechanism having a structure as shown in FIG. 1, in which one processing tank was provided in each stage and several stages were arranged vertically.
一方、塩基性物質3は均一の円板状のものを直
列に設置したものである。処理水入口部4より酸
度の高い結露水が流入すると、入口側に設置され
た塩基性物質と反応して結露水の酸度は低下し、
後の処理槽の塩基性物質になるほど酸度の低い結
露水と反応するようになる。このため、酸性結露
水の酸度が高い流入口側の塩基性物質の反応量
が、流出口側の塩基性物質の反応量より大とな
り、流入口側の塩基性物質の消耗が激しく、すぐ
に消滅するに至る。酸性結露水の処理には、その
酸度と流量、温度に応じて、必要な塩基性物質の
量及び滞留時間があり、流入口側が消滅した分だ
け流出口側にあらかじめ準備して確保する必要が
あり、塩基性物質の量を必要以上に使用しなけれ
ばならない無駄があるとともに、機構を必要以上
に大きくする欠点があつた。また、酸性結露水を
処理するに必要な塩基性物質よりさらに流出口側
にある余分な塩基性物質は、結露水を高アルカリ
側ヘシフトさせるとともに、余分に溶出してくる
無駄もあつた。 On the other hand, the basic substance 3 is a uniform disk-shaped substance arranged in series. When condensed water with high acidity flows in from the treated water inlet 4, it reacts with the basic substance installed on the inlet side, and the acidity of the condensed water decreases.
The more basic the substance in the subsequent treatment tank, the more it will react with the condensed water, which has a lower acidity. For this reason, the reaction amount of basic substances on the inlet side, where the acidity of the acidic condensation water is high, is greater than the reaction amount of basic substances on the outlet side, and the basic substances on the inlet side are rapidly consumed. It comes to disappear. In the treatment of acidic condensed water, there is a required amount and residence time of basic substances depending on its acidity, flow rate, and temperature, and it is necessary to prepare and secure in advance the amount of basic substances on the outlet side that disappears on the inlet side. However, there was a disadvantage in that the amount of basic substance needed to be used was more than necessary, and the mechanism was made larger than necessary. Further, the excess basic substance located further toward the outlet than the basic substance required to treat the acidic condensed water causes the dew condensed water to shift to the highly alkaline side, and is also wasteful as it is eluted in excess.
塩基性物質が均一形状および重量の円板状のも
のであるため、酸性結露水と反応すると塩基性物
質が溶解して表面積が小さくなり、塩基性物質の
溶出量が小さくなるため酸性結露水の中和処理能
力が低下してくる。この現象は、酸性結露水の流
入口側ほど前述の理由より大きい。 Since basic substances are disk-shaped with uniform shape and weight, when they react with acidic condensed water, the basic substances dissolve and the surface area becomes smaller, and the amount of basic substances eluted becomes smaller. Neutralization processing capacity decreases. This phenomenon is larger toward the inlet side of the acidic condensed water for the reason mentioned above.
本発明は、このような欠点を無くして、酸性結
露水が酸度の高いまま排出されることがないよう
にするとともに、塩基性物質の表面積を経時変化
することなくほぼ一定とし、酸性結露水の流入口
側の塩基性物質の量を大としたものであるため、
経時変化することなく常に確実な中和処理を行な
い、塩基性物質の無黙を廃して使用量を適正化し
た小型の酸性結露水の処理装置を提供するもので
ある。 The present invention eliminates such drawbacks, prevents acidic condensed water from being discharged with high acidity, and makes the surface area of the basic substance almost constant without changing over time, so that acidic condensed water can be discharged with high acidity. Since the amount of basic substance on the inlet side is increased,
To provide a small-sized acidic condensation water treatment device that always performs reliable neutralization treatment without changing over time, eliminates the silence of basic substances, and optimizes the amount used.
以下、本発明の実施例を図面を用いて詳細に説
明する。 Embodiments of the present invention will be described in detail below with reference to the drawings.
本発明の実施例を第2図、第3図、第4図、第
5図、第6図、第7図に示してある。 Embodiments of the invention are illustrated in FIGS. 2, 3, 4, 5, 6, and 7.
図において1はボデイー、2は処理槽、3は塩
基性物質、4は処理水入口部、5は処理水出口
部、6は結露水流入口、7は結露水流出口、8は
バイパス流路である。 In the figure, 1 is the body, 2 is the treatment tank, 3 is the basic substance, 4 is the treated water inlet, 5 is the treated water outlet, 6 is the condensed water inlet, 7 is the condensed water outlet, and 8 is the bypass flow path. .
その機構は、ボデイー1に形成された処理槽2
に設置した塩基性物質3に酸性結露水は処理水入
口部4より流入し、流入側より順次流出側へ流れ
を形成して中和処理されたのち、処理水出口部5
より排出されるものである。処理槽2において、
酸性結露水は結露水流入口6より流入し、塩基性
物質3と接触して反応したのちに結露水流出口7
より流出し、次の処理槽へ送られる。この流れ手
順によつて、酸性結露水は流入側より順次流出側
へ流れを形成し中和処理される。処理槽2におい
て、結露水流入口6は結露水流出口7より下位の
位置にあるため、酸性結露水は塩基性物質3と常
に反応し、酸度の高いまま排出されない。バイパ
ス流路8は、目詰まり時に酸性流路水が通過する
流路である。 The mechanism is a processing tank 2 formed in the body 1.
Acidic condensed water flows into the basic substance 3 installed at the treated water inlet section 4, forms a flow sequentially from the inflow side to the outflow side, is neutralized, and then passes through the treated water outlet section 5.
It is more excreted. In the treatment tank 2,
The acidic condensed water flows into the condensed water inlet 6, contacts the basic substance 3 and reacts, and then flows into the dew condensed water outlet 7.
It flows out and is sent to the next treatment tank. Through this flow procedure, the acidic condensed water flows sequentially from the inflow side to the outflow side and is neutralized. In the treatment tank 2, the condensed water inlet 6 is located at a lower position than the condensed water outlet 7, so that the acidic condensed water always reacts with the basic substance 3 and is not discharged with high acidity. The bypass channel 8 is a channel through which acidic channel water passes when it is clogged.
第2図は、処理槽2を縦に配列した処理機構で
ある。結露水流入口6は結露水流出口7より下位
の位置にあり、酸性結露水は結露水流入口6より
流入し塩基性物質3と反応したのち、結露水流出
口7より流出し、次の処理槽の結露水流入口へ導
かれる。この流れ手順によつて、酸性結露水は流
入側より流出側へ順次流れを形成して中和処理さ
れる。 FIG. 2 shows a processing mechanism in which processing tanks 2 are arranged vertically. The condensed water inlet 6 is located at a lower position than the condensed water outlet 7, and the acidic condensed water flows in from the condensed water inlet 6 and reacts with the basic substance 3, and then flows out from the condensed water outlet 7 to form condensation in the next treatment tank. It is guided to the water inlet. Through this flow procedure, acidic dew condensation water is neutralized by sequentially forming a flow from the inflow side to the outflow side.
第3図は、処理槽2を水平線に対してθの角度
として斜めに配列した処理機構である。結露水流
入口6は結露水流出口7より下位の位置にあり、
前述の流れ手順によつて酸性結露水は流入側より
流出側へ順次流れを形成して中和処理される。 FIG. 3 shows a processing mechanism in which processing tanks 2 are arranged diagonally at an angle of θ with respect to the horizontal line. The condensed water inlet 6 is located at a lower position than the condensed water outlet 7,
According to the flow procedure described above, the acidic condensed water is neutralized by sequentially forming a flow from the inflow side to the outflow side.
塩基性物質3は、ペレツト状、板状、球状、楔
状、管状の形状で用いるが、特に管状は溶解して
も表面積があまり変化しないため最適であつた。
塩基性物質の表面積が経時変化せず一定であるこ
とは、中和処理能力を経時変化させることなく一
定に保つうえで必要な事項であるため、管状の塩
基性物質が最適である。 Basic substance 3 is used in the form of pellets, plates, spheres, wedges, and tubes, and the tube shape was particularly suitable because the surface area does not change much even when dissolved.
A tubular basic substance is optimal because the surface area of the basic substance remains constant without changing over time, which is necessary for maintaining the neutralization processing ability constant without changing over time.
また、酸性結露水の流入口側ほど酸度の高い結
露水が流入するため多量の塩基性物質が溶解す
る。逆に流出口側ほど酸度の低い結露水が流入す
るため少量の塩基性物質が溶解する。よつて、管
状の塩基性物質の肉厚を、処理機構における処理
水入口部側を大とし、処理水出口部側を小とし
た。また、処理機構を小型にするため、管状の塩
基性物質を単数又は二重、三重といつた複数に重
ねて用いてもよい。同一処理槽に並列して用いて
もよい。 Further, since the more acidic condensed water flows toward the inlet side, the more acidic the condensed water, the more basic substances are dissolved. On the other hand, since condensed water with a lower acidity flows toward the outlet side, a small amount of basic substances are dissolved. Therefore, the wall thickness of the tubular basic substance was made larger on the treated water inlet side of the treatment mechanism, and smaller on the treated water outlet side. Furthermore, in order to make the processing mechanism more compact, the tubular basic substance may be used singly or in multiples such as double or triple. They may be used in parallel in the same treatment tank.
第4図、第5図、第6図、第7図は塩基性物質
3の形状に関する実施例である。 FIG. 4, FIG. 5, FIG. 6, and FIG. 7 show examples regarding the shape of the basic substance 3.
第4図は、塩基性物質3を管状とし、処理槽2
ごとにその肉厚を変化させ、処理水入口部4側に
の処理槽2に設置した塩基性物質3の肉厚を大と
し処理水出口部5側の処理槽2に設置した塩基性
物質3の肉厚を小としたものである。 Figure 4 shows a basic substance 3 in a tubular shape and a processing tank 2.
The thickness of the basic substance 3 installed in the treatment tank 2 on the treated water inlet part 4 side is increased, and the basic substance 3 installed in the treatment tank 2 on the treated water outlet part 5 side is increased. The wall thickness is reduced.
第5図は、塩基性物質3を管状として二重管構
造にしたものである。また、処理槽2ごとにその
肉厚も変化させ、処理水入口部4の処理槽2に設
置した塩基性物質3の肉厚を大とし処理水出口部
5側の処理槽2に設置した塩基性物質3の肉厚を
小としている。塩基性物質3の構造は、三重管、
四重管といつた構造も可能であり、処理水入口部
4側を複数重ねた構造とし処理水出口部5側を単
数構造としてもよい。また、並列して用いる構造
でもよい。 FIG. 5 shows a double pipe structure in which the basic substance 3 is tubular. In addition, the wall thickness was changed for each treatment tank 2, and the wall thickness of the basic substance 3 installed in the treatment tank 2 at the treated water inlet section 4 was increased, and the wall thickness of the basic substance 3 installed in the treatment tank 2 at the treated water outlet section 5 side was increased. The thickness of the sexual substance 3 is made small. The structure of basic substance 3 is triple tube,
A structure such as a quadruple pipe is also possible, and the treated water inlet section 4 side may have a plurality of stacked structures, and the treated water outlet section 5 side may have a single structure. Alternatively, a structure in which they are used in parallel may be used.
第6図は、塩基性物質3を楔型の管状としたも
のであり、処理水入口部4側の肉厚を大とし処理
水出口部5側に向うに従い順次小となるようにテ
ーパをつけた。また、処理水入口部4側の処理槽
2に設置した塩基性物質3の肉厚が処理水出口部
5側の処理槽2に設置したものの肉厚より大とな
るようにした。 In Fig. 6, the basic substance 3 is shaped like a wedge-shaped tube, and the wall thickness is large on the treated water inlet section 4 side and tapers so that it becomes gradually smaller toward the treated water outlet section 5 side. Ta. Further, the thickness of the basic substance 3 installed in the treatment tank 2 on the treated water inlet section 4 side was made larger than the wall thickness of the basic substance 3 installed in the treatment tank 2 on the treated water outlet section 5 side.
第7図は、塩基性物質3を楔型の管状としたも
のであり、処理槽2ごとにその肉厚を変化させ、
処理水入口部4側の処理槽2に設置した塩基性物
質3の肉厚を大とし処理水出口部5側の処理槽2
に設置した塩基性物質3の肉厚を小としたもので
ある。また、処理槽2には塩基性物質3が並列し
て用いられている。 In FIG. 7, the basic substance 3 is shaped like a wedge-shaped tube, and the wall thickness is changed for each treatment tank 2.
The thickness of the basic substance 3 installed in the treatment tank 2 on the treated water inlet section 4 side is increased, and the treatment tank 2 on the treated water outlet section 5 side is
The thickness of the basic substance 3 installed in the base is made small. Furthermore, basic substances 3 are used in parallel in the processing tank 2 .
本発明の効果を第6図に示す処理機構で判定し
た。処理機構は均一な6個の処理槽を有するもの
であり、水平に対して30゜の勾配の傾斜で使用す
ることにより6個処理槽に充満した結露水の合計
は約120c.c.であつた。各処理槽には管状の金属マ
グネシウムを流れに対して並列に3個設置した。
マグネシウム管は、長さ20mmであり、外径及び肉
径は流入口側の肉厚を大とし流出口側に向うに従
い順次小となるようテーパをつけて最適化を図つ
たうえで流入口側の外径をφ20mm、流出口側の外
径をφ15mmとなる様にした。また、マグネシウム
管は、処理水入口部側の処理槽に設置したものの
肉厚が処理水出口部側の処理槽に設置したものの
肉厚より大となるようにした。このマグネシウム
管の表面積は約20cm2であり、処理槽に設置したマ
グネシウム管18個の全面積は約360cm2である。こ
の処理機構にPH=3.0の酸性結露水(15℃)を3
ml/minの流量で処理水入口部より流入させる
と、処理水出口部よりPH=7.2の結露水が排出さ
れた。また、この処理機構では酸性結露水は定常
的な流れを形成してマグネシウムと反応し、酸度
の高いまま排出されることはなかつた。 The effects of the present invention were evaluated using the processing mechanism shown in FIG. The treatment mechanism has six uniform treatment tanks, and by using them at an angle of 30° to the horizontal, the total amount of condensed water that filled the six treatment tanks was approximately 120 c.c. Ta. In each treatment tank, three tubular metal magnesium tubes were installed in parallel with the flow.
The magnesium pipe has a length of 20 mm, and the outer diameter and wall diameter are optimized by making the wall thicker on the inlet side and tapering it gradually toward the outlet side. The outer diameter of the outlet was set to φ20 mm, and the outer diameter of the outlet side was set to φ15 mm. Further, the wall thickness of the magnesium pipe installed in the treatment tank on the treated water inlet side was made larger than that of the magnesium pipe installed in the treatment tank on the treated water outlet side. The surface area of this magnesium tube is approximately 20 cm 2 , and the total area of the 18 magnesium tubes installed in the treatment tank is approximately 360 cm 2 . Add 30% of acidic condensed water (15℃) with PH=3.0 to this treatment mechanism.
When the treated water was allowed to flow in from the inlet at a flow rate of ml/min, condensed water with a pH of 7.2 was discharged from the treated water outlet. In addition, with this treatment mechanism, the acidic dew water formed a steady flow and reacted with the magnesium, and was not discharged with high acidity.
本発明により、酸性結露水は酸度の高いまま排
出されることなく常に確実に中和処理が行われ
る。また、塩基性物質は無駄な量がなく適正量で
使用されるため、小型の酸性結露水の処理機構が
実現できた。 According to the present invention, acidic dew water is always reliably neutralized without being discharged with high acidity. In addition, since the basic substance is used in an appropriate amount without wasting it, a compact acidic condensation water treatment mechanism has been realized.
第1図は従来の酸性結露水処理装置の断面図、
第2図は本発明の一実施例における酸性結露水処
理装置(縦配列型)の断面図、第3図は同他の装
置(斜め配列型)の断面図、第4図、第5図、第
6図、第7図は本発明の処理装置の断面図であ
る。
1……ボデイー、2……処理槽、3……塩基性
物質、4……処理水入口部、5……処理水出口
部、6……結露水流入口、7……結露水流出口、
8……バイパス流路。
Figure 1 is a cross-sectional view of a conventional acidic condensation water treatment device.
FIG. 2 is a sectional view of an acidic condensation water treatment device (vertically arranged type) in one embodiment of the present invention, FIG. 3 is a sectional view of another similar device (diagonally arranged type), FIGS. 4, 5, 6 and 7 are cross-sectional views of the processing apparatus of the present invention. 1... Body, 2... Treatment tank, 3... Basic substance, 4... Treated water inlet, 5... Treated water outlet, 6... Condensation water inlet, 7... Condensation water outlet,
8...Bypass flow path.
Claims (1)
露水流入口が結露水流出口より下位の位置にある
酸性結露水処理装置。 2 管状の塩基性物質を用いた特許請求の範囲第
1項記載の酸性結露水処理装置。 3 管状の塩基性物質の肉厚を処理水入口部側を
大とし、処理水出口部側を小とした特許請求の範
囲第2項記載の酸性結露水処理装置。 4 管状の塩基性物質を重ねて用いた特許請求の
範囲第2項記載の酸性結露水処理装置。[Scope of Claims] 1. An acidic condensed water treatment device in which a basic substance is provided in a treatment tank, and a condensed water inlet of the treatment tank is located at a lower position than a dew water outlet. 2. The acidic condensation water treatment device according to claim 1, which uses a tubular basic substance. 3. The acidic condensation water treatment device according to claim 2, wherein the thickness of the tubular basic substance is larger on the treated water inlet side and smaller on the treated water outlet side. 4. The acidic condensation water treatment device according to claim 2, which uses tubular basic substances stacked on top of each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56202718A JPS58104691A (en) | 1981-12-15 | 1981-12-15 | Apparatus for treating acidic condensed water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56202718A JPS58104691A (en) | 1981-12-15 | 1981-12-15 | Apparatus for treating acidic condensed water |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58104691A JPS58104691A (en) | 1983-06-22 |
| JPS6220874B2 true JPS6220874B2 (en) | 1987-05-09 |
Family
ID=16462002
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56202718A Granted JPS58104691A (en) | 1981-12-15 | 1981-12-15 | Apparatus for treating acidic condensed water |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58104691A (en) |
-
1981
- 1981-12-15 JP JP56202718A patent/JPS58104691A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58104691A (en) | 1983-06-22 |
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