JPH0481695U - - Google Patents
Info
- Publication number
- JPH0481695U JPH0481695U JP12779690U JP12779690U JPH0481695U JP H0481695 U JPH0481695 U JP H0481695U JP 12779690 U JP12779690 U JP 12779690U JP 12779690 U JP12779690 U JP 12779690U JP H0481695 U JPH0481695 U JP H0481695U
- Authority
- JP
- Japan
- Prior art keywords
- chamber
- sent
- sewage
- flow rate
- wastewater
- 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.)
- Pending
Links
- 239000010865 sewage Substances 0.000 claims description 7
- 239000002351 wastewater Substances 0.000 claims description 6
- 238000005273 aeration Methods 0.000 claims description 4
- 238000004062 sedimentation Methods 0.000 claims description 4
- 239000004519 grease Substances 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 230000006641 stabilisation Effects 0.000 claims description 3
- 238000011105 stabilization Methods 0.000 claims description 3
- 238000001914 filtration Methods 0.000 claims description 2
- 238000004659 sterilization and disinfection Methods 0.000 claims description 2
- 210000002700 urine Anatomy 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 239000010800 human waste Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Description
第１図は本考案の実施例を示す平面図、第２図
はＡ−Ａ線断面図、第３図はＢ−Ｂ線断面図、第
４図は流量調整機の拡大正面図、第５図はその縦
断面図である。
１……汚水流入管、２……排水流入管、３……
風呂・洗面・雑用廃水流入管、４……エアーリフ
トポンプ、５……返送管、６……グリストラツプ
室、７……汚水沈澱分離室、８……流量調整室、
９……濾過室、１０……第１曝気室、１１……第
２曝気室、１２……流出管、１３……消毒室、１
４……沈澱室、１５……スカムスキーマー、１６
……エアーリフトポンプつき送る管、１７……瀘
材、１８……流量調整機、１９……送る管、２０
……安定室、２１……マンホール、２２……開口
部、２３……し尿浄化槽、２４……エアー供給管
。
Fig. 1 is a plan view showing an embodiment of the present invention, Fig. 2 is a sectional view taken along the line A-A, Fig. 3 is a sectional view taken along the line B-B, Fig. 4 is an enlarged front view of the flow rate regulator, and Fig. 5 is a sectional view taken along the line A-A. The figure is a longitudinal cross-sectional view. 1...Sewage inflow pipe, 2...Drainage inflow pipe, 3...
Bath/washroom/miscellaneous wastewater inflow pipe, 4...Air lift pump, 5...Return pipe, 6...Grease trap room, 7...Sewage sedimentation separation room, 8...Flow rate adjustment room,
9...Filtration chamber, 10...First aeration chamber, 11...Second aeration chamber, 12...Outflow pipe, 13...Disinfection room, 1
4...Sedimentation chamber, 15...Scum schemer, 16
...Feeding pipe with air lift pump, 17... Filter material, 18... Flow rate regulator, 19... Sending pipe, 20
... Stabilization room, 21 ... Manhole, 22 ... Opening, 23 ... Human waste septic tank, 24 ... Air supply pipe.
Claims (1)
り、送る管１６にて流量調整室８に送る。 厨房廃水流入口２よりグリストラツプ室６へ厨
房廃水を送り、送る管１９にて流量調整室８へ送
る。風呂・洗面廃水流入口３より流量調整室８へ
区分して送り、安定室２０、濾過室９、曝気室１
０、第２曝気室１１、沈澱室１４、消毒室１３を
経て排水口１２方向へ順次形成してなる合併処理
し尿浄化槽に於いて、流入口を汚水、廃水の種類
別に区分し設け、汚水沈澱分離室７、グリストラ
ツプ室６、流量調整室８を設けたことと、安定室
２０へエアーリフトポンプ４と返送管５とを設な
えて水量を安定させる安定２０より濾過室９を経
て流量調整機１８を設けたことを特徴とする合併
処理し尿浄化槽。[Scope of Claim for Utility Model Registration] Sewage is sent from the sewage inlet 1 to the sewage sedimentation separation chamber 7, and is sent to the flow rate adjustment chamber 8 through the feeding pipe 16. The kitchen wastewater is sent from the kitchen wastewater inlet 2 to the grease trap chamber 6, and is sent to the flow rate adjustment chamber 8 through the sending pipe 19. Bath/washwater wastewater is divided and sent from the inlet 3 to a flow rate adjustment room 8, a stabilization room 20, a filtration room 9, and an aeration room 1.
0. In the combined treatment urine septic tank formed sequentially in the direction of the drainage port 12 via the second aeration chamber 11, settling chamber 14, and disinfection chamber 13, the inlets are divided into sewage and wastewater types, and sewage sedimentation is performed. A separation chamber 7, a grease trap chamber 6, and a flow rate adjustment chamber 8 are provided, and an air lift pump 4 and a return pipe 5 are installed in the stabilization chamber 20 to stabilize the water flow. A combined treatment wastewater septic tank characterized by being equipped with a machine 18.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12779690U JPH0481695U (en) | 1990-11-29 | 1990-11-29 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12779690U JPH0481695U (en) | 1990-11-29 | 1990-11-29 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0481695U true JPH0481695U (en) | 1992-07-16 |
Family
ID=31875283
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12779690U Pending JPH0481695U (en) | 1990-11-29 | 1990-11-29 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0481695U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002336883A (en) * | 2001-05-11 | 2002-11-26 | Fuji Clean Kogyo Kk | Hybrid treatment tank capable of treating wastewater from disposer |
-
1990
- 1990-11-29 JP JP12779690U patent/JPH0481695U/ja active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002336883A (en) * | 2001-05-11 | 2002-11-26 | Fuji Clean Kogyo Kk | Hybrid treatment tank capable of treating wastewater from disposer |
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