JP3042057U - Integrated water treatment device - Google Patents
Integrated water treatment deviceInfo
- Publication number
- JP3042057U JP3042057U JP1996013980U JP1398096U JP3042057U JP 3042057 U JP3042057 U JP 3042057U JP 1996013980 U JP1996013980 U JP 1996013980U JP 1398096 U JP1398096 U JP 1398096U JP 3042057 U JP3042057 U JP 3042057U
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- tank
- flotation
- treated
- flotation 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
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Fertilizers (AREA)
Abstract
(57)【要約】
【課題】 全ての行程を一体化し気候変化の影響を受け
ず処理出来、処理した汚泥はコンポストとして利用し処
理水は再利用が可能な水質となる構造。
【解決手段】 ア．汚泥浮上槽１の側面上部に注入槽
２、注入槽の上に撹拌機３と反応槽４を取付け、反応槽
から汚泥浮上槽に流出管５を配管する。
イ．微細気泡発生機６を据付け、微細気泡発生機から汚
泥浮上槽下部に送気管７を配管する。
ウ．汚泥浮上槽の上面に浮上汚泥掻き取り機８を設置、
汚泥浮上槽前面上部に、掻き取り汚泥貯溜槽９を取付
け、掻き取り汚泥貯溜槽の底から排出管とバルブ１０を
設け、下に高速撹拌槽１１を配置し、高速撹拌機１２を
取り付ける。
エ．汚泥浮上槽内には汚泥浮上板１３を取付け、後部を
仕切り板１４で仕切り、処理済槽１５とし、上部に放流
口１６、底面中央部に溝１７を作り、後部に沈降汚泥抜
き口１８を設ける。以上の構成からなる
一体型水処理装置である。
(57) [Abstract] [Problem] A structure in which all processes are integrated and can be treated without being affected by climate change, and the treated sludge can be used as compost and the treated water can be reused. SOLUTION: a. The sludge flotation tank 1 is provided with an injection tank 2 on the upper side surface thereof, and an agitator 3 and a reaction tank 4 are mounted on the injection tank, and an outflow pipe 5 is connected from the reaction tank to the sludge flotation tank. I. The fine bubble generator 6 is installed, and the air supply pipe 7 is installed from the fine bubble generator to the lower part of the sludge floating tank. C. The flotation sludge scraping machine 8 is installed on the upper surface of the sludge flotation tank,
The scraped sludge storage tank 9 is attached to the front upper part of the sludge flotation tank, the discharge pipe and the valve 10 are provided from the bottom of the scraped sludge storage tank, the high speed stirring tank 11 is arranged below, and the high speed agitator 12 is installed. D. A sludge flotation plate 13 is installed in the sludge flotation tank, a rear part is partitioned by a partition plate 14 to form a treated tank 15, a discharge port 16 is formed in the upper part, a groove 17 is formed in the center of the bottom surface, and a settling sludge discharge port 18 is formed in the rear part. Set up. This is an integrated water treatment device with the above configuration .
Description
【０００１】[0001]
この考案は、一体型水処理装置に関するものである。 This invention relates to an integrated water treatment device.
【０００２】[0002]
従来の技術では、処理過程の装置が各々独立していた。 生物化学的酸素要求量、及び化学的酸素要求量値を下げるため生物処理を行う と、温度、気候変化による影響を受けた。 汚泥の回収が沈殿方式で手間が掛かった。 In the conventional technique, each device in the processing process is independent. Biochemical oxygen demand and biological treatment to reduce chemical oxygen demand were affected by temperature and climate changes. It took a lot of time to collect sludge by using the sedimentation method.
【０００３】[0003]
全ての行程を一体化し気候変化の影響を受けず処理が出来き、汚泥は微細気泡 発生装置により加圧浮上して掻き取り、簡単に処理出来る装置の提供を目的とす るものである。 The objective is to provide a device that integrates all processes and can be treated without being affected by climate change, and that sludge can be easily treated by floating and scraping it with a fine bubble generator.
【０００４】[0004]
汚泥浮上槽１の側面上部に注入槽２、注入槽の上に撹拌機３と反応槽４を取付 け、反応槽から汚泥浮上槽に流出管５を配管する。微細気泡発生機６を据付け、 微細気泡発生機から汚泥浮上槽下部に送気管７を配管する。汚泥浮上槽の上面に 浮上汚泥掻き取り機８を設置。汚泥浮上槽前面上部に、掻き取り汚泥貯溜槽９を 取付け、掻き取り汚泥貯溜槽の底から排出管とバルブ１０を設け、下に高速撹拌 槽１１を配置し、高速撹拌機１２を取り付ける。汚泥浮上槽内には汚泥浮上板１ ３を取付け、後部を仕切り板１４で仕切り、処理済槽１５とし、上部に放流口１ ６、底面中央部に溝１７を作り、後部に沈降汚泥抜き口１８を設けた一体型水処 理装置である。 The sludge flotation tank 1 is equipped with an injection tank 2 on the upper side surface, and an agitator 3 and a reaction tank 4 are mounted on the injection tank, and an outflow pipe 5 is connected from the reaction tank to the sludge flotation tank. The fine bubble generator 6 is installed, and the air supply pipe 7 is connected from the fine bubble generator to the lower part of the sludge floating tank. A flotation sludge scraping machine 8 is installed on the upper surface of the sludge flotation tank. A scrape sludge storage tank 9 is attached to the upper part of the front surface of the sludge flotation tank, a discharge pipe and a valve 10 are provided from the bottom of the scrape sludge storage tank, a high speed stirring tank 11 is arranged below, and a high speed agitator 12 is installed. A sludge flotation plate 13 is installed in the sludge flotation tank, and the rear part is partitioned by a partition plate 14 to form a treated tank 15. A discharge port 16 is formed in the upper part, a groove 17 is formed in the center of the bottom surface, and a settling sludge drain port is formed in the rear part. It is an integrated water treatment device provided with 18.
【０００５】[0005]
以下、本考案の実施の形態を図面に従って説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
【０００６】 原水と濃縮ミネラルを注入槽２で混合、撹拌機３で撹拌し反応槽４通過後、フ ロック化した液を汚泥浮上槽１へ流出管より流入する。微細気泡発生機６より発 生した空気を汚泥浮上槽へ送る。加圧浮上した汚泥を浮上汚泥掻き取り機８で掻 き取り汚泥貯溜槽９へ掻き取る。溜った汚泥は貯溜槽の底に設けたバルブ１０の 開閉により高速撹拌槽１１へ落下し、耐気性嫌気性菌を加え高速撹拌機１２で汚 泥を高速撹拌することで重金属を含んだ汚泥を無害化する。Raw water and concentrated minerals are mixed in an injection tank 2, stirred by a stirrer 3, passed through a reaction tank 4, and then a flocculated liquid is flown into a sludge floating tank 1 through an outflow pipe. The air generated by the fine bubble generator 6 is sent to the sludge floating tank. The sludge that has been floated under pressure is scraped off by the floating sludge scraper 8 and scraped into the sludge storage tank 9. The accumulated sludge drops into the high-speed agitation tank 11 by opening and closing the valve 10 provided at the bottom of the storage tank, and aerobic anaerobic bacteria are added to the sludge at a high speed to agitate the sludge at a high speed to remove sludge containing heavy metals. Detoxify.
【０００７】 図２、図３に示すものは、汚泥浮上槽１内にフロック化した液と、加圧した空 気を放出し、放出した汚泥は汚泥浮上板１３を設けることで汚泥の浮上を容易に する。汚泥浮上槽内底面は、沈降汚泥抜き口１８に向かって傾斜をつけ、又底面 中央部に溝１７を作り沈降無害鉱滓の取り出しを容易にした。汚泥浮上槽内の後 部を仕切り板１４で仕切り、処理済槽１５とし後面上部より放流する。2 and 3 release the flocculated liquid and pressurized air into the sludge flotation tank 1, and the sludge that has been slid is lifted by installing a sludge floating plate 13. make it easier. The bottom surface of the sludge flotation tank was inclined toward the settling sludge outlet 18, and a groove 17 was formed in the center of the bottom surface to facilitate the removal of harmless settling slag. The rear part of the sludge floating tank is partitioned by a partition plate 14 to form a treated tank 15, which is discharged from the upper rear surface.
【０００８】[0008]
処理済汚泥はコンポストとして再利用が可能になる。 処理水は再利用可能な水質となる。 一体型にすることで管理が容易になった。 The treated sludge can be reused as compost. Treated water will be reusable. The integrated type made it easier to manage.
【図１】本考案の一体型水処理装置の斜視図である。FIG. 1 is a perspective view of an integrated water treatment device of the present invention.
【図２】本考案の図１Ａ−Ａ線に沿う断面図である。FIG. 2 is a cross-sectional view taken along the line 1A-A of the present invention.
【図３】本考案の図１Ｂ−Ｂ線に沿う汚泥浮上槽の断面
図である。FIG. 3 is a cross-sectional view of the sludge flotation tank taken along the line BB of FIG.
１ 汚泥浮上槽 ２ 注入槽 ３ 撹拌機 ４ 反応槽 ５ 流出管 ６ 微細気泡発生機 ７ 送気管 ８ 浮上汚泥掻き取り機 ９ 掻き取り汚泥貯溜槽 １０ 排出管とバルブ １１ 高速撹拌槽 １２ 高速撹拌機 １３ 汚泥浮上板 １４ 仕切り板 １５ 処理済槽 １６ 放流口 １７ 底面中央部溝 １８ 沈降汚泥抜き口 1 Sludge flotation tank 2 Injection tank 3 Stirrer 4 Reaction tank 5 Outflow pipe 6 Fine bubble generator 7 Air supply pipe 8 Floating sludge scraping machine 9 Scraping sludge storage tank 10 Discharge pipe and valve 11 High speed stirring tank 12 High speed stirring machine 13 Sludge floating plate 14 Partition plate 15 Treated tank 16 Discharge port 17 Bottom center groove 18 Settling sludge drain port
【手続補正書】[Procedure amendment]
【提出日】平成９年４月２５日[Submission date] April 25, 1997
【手続補正１】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】実用新案登録請求の範囲[Correction target item name] Claims for utility model registration
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【実用新案登録請求の範囲】[Utility model registration claims]
Claims (1)
（２）、上に撹拌機（３）、反応槽（４）を取付け、流
出管（５）を汚泥浮上槽に配管する。微細気泡発生機
（６）を据付け、送気管（７）を汚泥浮上槽下部に配管
する。汚泥浮上槽の上面に浮上汚泥掻き取り機（８）を
設置、汚泥浮上槽前面上部に掻き取り汚泥貯溜槽
（９）、貯溜槽の底に排出管とバルブ（１０）を取付
け、その下に高速撹拌槽（１１）を配置し、上に高速撹
拌機（１２）を取り付ける。汚泥浮上槽内に汚泥浮上板
（１３）を取付け、後部を仕切り板（１４）で仕切った
処理済槽（１５）とし、後面上部に放流口（１６）、底
面中央部に溝（１７）を作り、後部に沈降汚泥抜き口
（１８）を設けた一体型水処理装置。1. A sludge flotation tank (1) is provided with an injection tank (2) above the side surface, a stirrer (3) and a reaction tank (4), and an outflow pipe (5) is connected to the sludge flotation tank. The fine air bubble generator (6) is installed, and the air supply pipe (7) is installed in the lower part of the sludge floating tank. A flotation sludge scraping machine (8) is installed on the upper surface of the sludge flotation tank, a sludge sludge storage tank (9) is mounted on the front upper part of the sludge flotation tank, and a discharge pipe and a valve (10) are attached to the bottom of the storage tank. A high-speed stirring tank (11) is arranged and a high-speed stirring machine (12) is attached on the top. A sludge flotation plate (13) is installed in the sludge flotation tank, and a treated tank (15) is formed by partitioning the rear part with a partition plate (14). A discharge port (16) is provided at the upper rear part and a groove (17) is provided at the center of the bottom part. An integrated water treatment device made and provided with a settling sludge draining port (18) at the rear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1996013980U JP3042057U (en) | 1996-12-26 | 1996-12-26 | Integrated water treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1996013980U JP3042057U (en) | 1996-12-26 | 1996-12-26 | Integrated water treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP3042057U true JP3042057U (en) | 1997-10-07 |
Family
ID=43176566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1996013980U Expired - Lifetime JP3042057U (en) | 1996-12-26 | 1996-12-26 | Integrated water treatment device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3042057U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010012370A (en) * | 2008-07-01 | 2010-01-21 | Univ Of Tsukuba | Method and apparatus for floating and collecting pollutant |
| JP2014000547A (en) * | 2012-06-20 | 2014-01-09 | Ihi Corp | Solid-liquid separator |
-
1996
- 1996-12-26 JP JP1996013980U patent/JP3042057U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010012370A (en) * | 2008-07-01 | 2010-01-21 | Univ Of Tsukuba | Method and apparatus for floating and collecting pollutant |
| JP2014000547A (en) * | 2012-06-20 | 2014-01-09 | Ihi Corp | Solid-liquid separator |
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