JPH0510960Y2 - - Google Patents
Info
- Publication number
- JPH0510960Y2 JPH0510960Y2 JP9512389U JP9512389U JPH0510960Y2 JP H0510960 Y2 JPH0510960 Y2 JP H0510960Y2 JP 9512389 U JP9512389 U JP 9512389U JP 9512389 U JP9512389 U JP 9512389U JP H0510960 Y2 JPH0510960 Y2 JP H0510960Y2
- Authority
- JP
- Japan
- Prior art keywords
- chamber
- tank
- partition wall
- disinfection
- oxidation tank
- 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 - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 26
- 238000004659 sterilization and disinfection Methods 0.000 claims description 20
- 230000003647 oxidation Effects 0.000 claims description 18
- 238000007254 oxidation reaction Methods 0.000 claims description 18
- 238000005192 partition Methods 0.000 claims description 14
- 238000001556 precipitation Methods 0.000 claims description 8
- 239000013043 chemical agent Substances 0.000 claims 1
- 229940079593 drug Drugs 0.000 description 12
- 239000003814 drug Substances 0.000 description 12
- 239000002351 wastewater Substances 0.000 description 12
- 238000000034 method Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 4
- 239000010865 sewage Substances 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 230000001954 sterilising effect Effects 0.000 description 3
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 2
- 239000000460 chlorine Substances 0.000 description 2
- 229910052801 chlorine Inorganic materials 0.000 description 2
- YRIZYWQGELRKNT-UHFFFAOYSA-N 1,3,5-trichloro-1,3,5-triazinane-2,4,6-trione Chemical compound ClN1C(=O)N(Cl)C(=O)N(Cl)C1=O YRIZYWQGELRKNT-UHFFFAOYSA-N 0.000 description 1
- ISAOUZVKYLHALD-UHFFFAOYSA-N 1-chloro-1,3,5-triazinane-2,4,6-trione Chemical compound ClN1C(=O)NC(=O)NC1=O ISAOUZVKYLHALD-UHFFFAOYSA-N 0.000 description 1
- ZKQDCIXGCQPQNV-UHFFFAOYSA-N Calcium hypochlorite Chemical compound [Ca+2].Cl[O-].Cl[O-] ZKQDCIXGCQPQNV-UHFFFAOYSA-N 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010800 human waste Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 239000004848 polyfunctional curative Substances 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 229940126589 solid medicine Drugs 0.000 description 1
- 229950009390 symclosene Drugs 0.000 description 1
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は浄化槽の消毒装置に関するものであ
る。[Detailed description of the invention] [Field of industrial application] This invention relates to a disinfection device for septic tanks.
浄化槽のし尿排水を殺菌消毒する方法は、第3
図に示したように、側壁下端部に通水孔を形成し
た薬筒に固型薬剤を充填してこれを消毒室の流路
に載置し、沈澱室と消毒室の間に酸化槽の最高水
位とほぼ同じ高さとした隔壁を介在し、隔壁から
消毒室に溢流した汚水を薬筒内の固型薬剤に接触
させている。
The third method for sterilizing wastewater from a septic tank is
As shown in the figure, a cartridge with a water passage hole formed at the lower end of the side wall is filled with a solid drug and placed in the flow path of the disinfection chamber, and an oxidation tank is placed between the precipitation chamber and the disinfection chamber. There is a partition wall at approximately the same height as the highest water level, and the wastewater that overflows from the partition wall into the disinfection chamber comes into contact with the solid medicine inside the cartridge.
このような処理において処理水の流量が変化し
た場合に、処理水に固型薬剤を所定の割合で溶解
させる手段として、処理水に対する薬筒の浸漬深
さを変化する方法(実公昭50−5242号公報)、薬
筒における通水孔の開口度を変化する方法(実公
昭50−5603号、同昭60−34341号公報)、処理水の
流路に薬筒を流水量に応じて複数個設ける方法
(特公昭51−18395号、実開昭60−95929号公報)
あるいは処理水の流路にゲートまたはダンパーと
呼ばれる開閉板を設けて、流水量を加減する方法
が知られている。 In such a process, when the flow rate of treated water changes, a method of changing the immersion depth of the cartridge into the treated water is used as a means of dissolving the solid drug in the treated water at a predetermined ratio. (Japanese Utility Model Publication No. 50-5603, Japanese Utility Model Publication No. 60-34341), a method of changing the opening degree of the water passage hole in the cartridge (Publication of Utility Model Publication No. 50-5603, Publication No. 60-34341), a method of changing the opening degree of the water passage hole in the cartridge (Publication of Utility Model Publication No. 50-5603, Publication No. 60-34341), a method of placing multiple cartridges in the flow path of treated water according to the flow rate. Method of providing (Special Publication No. 51-18395, Utility Model Application Publication No. 60-95929)
Alternatively, a method is known in which an opening/closing plate called a gate or damper is provided in the flow path of treated water to adjust the flow rate.
しかしながら、従来知られている固型薬剤を溶
解させる装置は、処理すべき水量の変化に応じて
薬剤が必ずしも比例的に溶解せず、特に浄化槽の
し尿排水のように水量が大きく変化する場合に
は、薬剤の溶解量に著しい過不足を生じて、的確
な薬剤処理が為されていないのが実状である。
However, conventionally known devices for dissolving solid drugs do not necessarily dissolve the drugs proportionally as the amount of water to be treated changes, especially when the amount of water changes greatly, such as when draining human waste from a septic tank. The reality is that there is a significant imbalance in the amount of drug dissolved, and accurate drug treatment is not carried out.
このような事情に鑑み本考案者は、汚水の水量
が変化しても、処理水に対して薬剤を常にほぼ一
定の割合に溶解させる浄化槽の消毒装置について
検討を重ねた結果、酸化槽、沈澱室及び消毒室を
備え、沈澱室から溢流した汚水を消毒室の薬剤に
接触させる浄化槽において、沈澱室と消毒室との
隔壁を酸化槽の最高水位より高い位置に突出さ
せ、前記隔壁における酸化層の最高水位と同等あ
るいはそれ以下の位置に透孔を穿設することによ
つて、所期の目的を達成したものである。
In view of these circumstances, the inventor of the present invention has repeatedly studied a septic tank disinfection device that always dissolves chemicals in the treated water at a nearly constant ratio even if the amount of sewage changes. In a septic tank that is equipped with a chamber and a disinfection chamber, and in which wastewater overflowing from the settling chamber comes into contact with a chemical in the disinfection chamber, a partition wall between the settling chamber and the disinfection chamber is protruded to a position higher than the highest water level of the oxidation tank, and the oxidation in the partition wall is The intended purpose was achieved by drilling holes at a location equal to or lower than the highest water level of the layer.
本案における透孔は種々の形状が考えられるけ
れども、円形が最適でありその口径は浄化槽の規
模に応じて変化すべきであり、例えば5人用槽の
場合は約5mm、50人用槽の場合は約16mmの大きさ
にすることが望ましい。 Although various shapes are possible for the hole in this proposal, a circular one is optimal, and its diameter should vary depending on the scale of the septic tank.For example, it should be approximately 5 mm for a tank for 5 people, and approximately 5 mm for a tank for 50 people. It is desirable that the size be approximately 16 mm.
なお本案の実施において、浄化槽が大規模にな
れば、隔壁に透孔を多段状に設け、各透孔から放
流される汚水を個別にそれぞれの薬剤溶解器に導
いて処理すべきである。 In implementing this proposal, if the septic tank becomes large-scale, multiple holes should be provided in the partition wall, and the sewage discharged from each hole should be individually guided to each drug dissolver for treatment.
本案の実施に適する薬剤溶解器は、いずれの形
式であつても差し支えないが、側壁下端部に通水
孔を形成した薬筒にクロルイソシアヌル酸及びこ
れらの塩類あるいは次亜塩素酸カルシウム等の固
型塩素錠剤を充填したものが一般的である。 The drug dissolver suitable for carrying out this proposal may be of any type, but the cartridge has a water passage hole formed in the lower end of the side wall and has a hardener such as chloroisocyanuric acid and its salts or calcium hypochlorite. It is generally filled with molded chlorine tablets.
この考案によれば、沈澱室と消毒室との隔壁を
酸化槽の最高水位より高い位置に突出させ、隔壁
における酸化槽の最高水位と同等あるいはそれ以
下の位置に透孔を穿設しているので、浄化槽の排
水量が増加した場合、沈澱室内の水位が高くなる
けれども、隔壁から汚水が溢れ出る現象が抑止さ
れ、且つ排水は所定の口径に形成された透孔から
放流されるので、消毒室に至る汚水はほぼ一定量
となり、この限られた汚水が薬剤溶解器の固型塩
素錠剤に接触するため、処理された排水中に含ま
れる薬剤濃度のばらつきは著しく低減する。
According to this idea, the partition wall between the precipitation chamber and the disinfection chamber is made to protrude above the highest water level of the oxidation tank, and a through hole is bored in the partition wall at a position equal to or lower than the highest water level of the oxidation tank. Therefore, when the amount of wastewater from the septic tank increases, the water level in the settling chamber will rise, but the phenomenon of overflowing wastewater from the partition wall will be suppressed, and the wastewater will be discharged from the through hole formed to a predetermined diameter, so that the water level in the settling chamber will increase. The amount of wastewater that reaches this point is approximately constant, and because this limited amount of wastewater comes into contact with the solid chlorine tablets in the drug dissolver, variations in the concentration of drugs contained in the treated wastewater are significantly reduced.
図面は本案装置の一例を示すものであり、酸化
槽1、沈澱室2及び消毒室3を備え、沈澱室2か
ら溢流した汚水を消毒室3の薬剤に接触させる浄
化槽において、沈澱室2と消毒室3との間におけ
る隔壁4を酸化槽1の最高水位より高い位置に突
出させ、前記隔壁4における酸化槽1の最高水位
と同等あるいはそれ以下の位置に透孔5を穿設し
たものである。
The drawing shows an example of the proposed device, which is a septic tank that is equipped with an oxidation tank 1, a precipitation chamber 2, and a disinfection chamber 3, and in which sewage overflowing from the precipitation chamber 2 is brought into contact with a chemical in the disinfection chamber 3. A partition wall 4 between the sterilization chamber 3 and the oxidation tank 1 is made to protrude to a position higher than the highest water level of the oxidation tank 1, and a through hole 5 is bored in the partition wall 4 at a position equal to or lower than the highest water level of the oxidation tank 1. be.
6は薬剤溶解器を示し、側壁下端部に通水孔
7,7……を形成した薬筒8にトリクロルイソシ
アヌル酸の錠剤を充填して、消毒室3の流路9に
載置したものである。 Reference numeral 6 indicates a drug dissolver, in which tablets of trichloroisocyanuric acid are filled into a cartridge 8 having water passage holes 7, 7, . be.
図中10は腐敗槽を表わす。 In the figure, 10 represents a septic tank.
この考案によれば、浄化槽の排水に常に所定量
の薬剤を溶解して的確な殺菌消毒処理を行うこと
ができ、沈澱室2と消毒室3との隔壁4を酸化槽
1の最高水位より高い位置に突出させているの
で、腐敗槽10から酸化槽1に溢流する汚水の流
速が緩やかになり、腐敗槽10から酸化槽1に流
入する汚泥の巻き上げが抑制されて臭気の発生が
大幅に軽減し、且つ酸化槽における浄化作用が高
まり排水中のSS濃度及びBOD濃度が低下するな
ど実践面の効果は多大である。
According to this invention, it is possible to always dissolve a predetermined amount of chemicals in the waste water of the septic tank to perform accurate sterilization and disinfection, and the partition wall 4 between the settling chamber 2 and the disinfection chamber 3 is set at a level higher than the highest water level of the oxidation tank 1. Because the septic tank 10 is protruded from the oxidation tank 1, the flow rate of the sewage overflowing from the septic tank 10 to the oxidation tank 1 is slowed down, and the rolling up of sludge flowing from the septic tank 10 into the oxidation tank 1 is suppressed, thereby significantly reducing the generation of odors. The practical effects are great, such as reducing the amount of waste water, increasing the purification effect in the oxidation tank, and reducing the SS and BOD concentrations in wastewater.
第1図は本案装置の一例を示す縦断面図、第2
図は同じく要部を示す拡大斜視図、第3図は従来
の消毒装置の要部を示す斜視図であり、図中1は
酸化槽、2は沈澱室、3は消毒室、4は隔壁、5
は透孔、6は薬剤溶解器を表わす。
Figure 1 is a vertical sectional view showing an example of the proposed device;
The same figure is an enlarged perspective view showing the main parts, and Fig. 3 is a perspective view showing the main parts of a conventional sterilization device, in which 1 is an oxidation tank, 2 is a precipitation chamber, 3 is a disinfection chamber, 4 is a partition wall, 5
6 represents a through hole, and 6 represents a drug dissolver.
Claims (1)
流水を消毒室の薬剤に接触させる浄化槽におい
て、沈澱室と消毒室との隔壁を酸化槽の最高水位
より高い位置に突出させ、前記隔壁における酸化
槽の最高水位と同等あるいはそれ以下の位置に透
孔を穿設したことを特徴とする浄化槽の消毒装
置。 In a septic tank that includes an oxidation tank, a precipitation chamber, and a disinfection chamber, and in which overflow water from the precipitation chamber comes into contact with a chemical agent in the disinfection chamber, a partition wall between the precipitation chamber and the disinfection chamber is protruded to a position higher than the highest water level of the oxidation tank, and the partition wall A disinfection device for a septic tank, characterized in that a through hole is bored at a position equal to or lower than the highest water level of an oxidation tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9512389U JPH0510960Y2 (en) | 1989-08-10 | 1989-08-10 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9512389U JPH0510960Y2 (en) | 1989-08-10 | 1989-08-10 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0334895U JPH0334895U (en) | 1991-04-05 |
| JPH0510960Y2 true JPH0510960Y2 (en) | 1993-03-17 |
Family
ID=31644402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9512389U Expired - Lifetime JPH0510960Y2 (en) | 1989-08-10 | 1989-08-10 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0510960Y2 (en) |
-
1989
- 1989-08-10 JP JP9512389U patent/JPH0510960Y2/ja not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0334895U (en) | 1991-04-05 |
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