JPH04881Y2 - - Google Patents
Info
- Publication number
- JPH04881Y2 JPH04881Y2 JP4656887U JP4656887U JPH04881Y2 JP H04881 Y2 JPH04881 Y2 JP H04881Y2 JP 4656887 U JP4656887 U JP 4656887U JP 4656887 U JP4656887 U JP 4656887U JP H04881 Y2 JPH04881 Y2 JP H04881Y2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- discharge pipe
- pressure water
- sand settling
- pit
- 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
Links
- 239000004576 sand Substances 0.000 claims description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 239000000428 dust Substances 0.000 claims description 9
- 238000005086 pumping Methods 0.000 claims description 9
- 239000010782 bulky waste Substances 0.000 claims description 3
- 239000010813 municipal solid waste Substances 0.000 description 9
- 239000010865 sewage Substances 0.000 description 9
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
Landscapes
- Jet Pumps And Other Pumps (AREA)
- Sewage (AREA)
Description
【考案の詳細な説明】
産業上の利用分野
本考案は下水処理施設における揚砂装置に関す
る。[Detailed Description of the Invention] Industrial Application Field The present invention relates to a sand pumping device in a sewage treatment facility.
従来の技術
従来の下水処理施設における揚砂装置は、第2
図に示すように、沈砂を沈降させる沈砂池1の上
流側に粗目スクリーン2を設けてジエツトポンプ
3による吸上げが不可能な粗大ゴミを除去してい
た。そして、粗目スクリーン2を通過して沈砂池
1に滞留する沈砂をスクリユーコンベア等の掻寄
せ装置4により、沈砂ピツト5に搬送し、ジエツ
トポンプ3で揚砂していた。また、沈砂池1に沈
降しなかつたゴミを細目スクリーン6で除去して
いた。Conventional technology The sand pumping equipment in conventional sewage treatment facilities is
As shown in the figure, a coarse screen 2 is provided upstream of a settling basin 1 for settling sand to remove bulky debris that cannot be sucked up by a jet pump 3. The sand passing through the coarse screen 2 and staying in the settling basin 1 is conveyed to a settling pit 5 by a scraping device 4 such as a screw conveyor, and is pumped up by a jet pump 3. In addition, garbage that did not settle in the sand settling basin 1 was removed by a fine screen 6.
考案が解決しようとする問題点
しかし、上記の従来構成によれば、粗目スクリ
ーン2および細目スクリーン6に、それぞれのス
クリーンにより除去されたゴミを引上げるための
除塵装置を設けねばならず、揚砂装置全体として
の製作コストが高くなるとともに、除去されたゴ
ミの回収を複数箇所において行なわねばならず、
回収作業の作業効率の向上を図るうえで問題点と
されていた。Problems to be Solved by the Invention However, according to the above-mentioned conventional configuration, it is necessary to provide a dust removal device for the coarse screen 2 and the fine screen 6 to pull up the dust removed by each screen, In addition to increasing the production cost of the entire device, the removed trash must be collected at multiple locations.
This was considered a problem when trying to improve the efficiency of collection work.
本考案は、上記問題点を解決するもので、装置
の簡素化を図つて揚砂装置全体としての製作コス
トを低下させるとともに、除去されたゴミの回収
作業の作業効率の向上を図つた揚砂装置を提供す
ることを目的とする。 This invention solves the above-mentioned problems, and aims to reduce the production cost of the sand pumping device as a whole by simplifying the device, and improves the work efficiency of collecting removed garbage. The purpose is to provide equipment.
問題点を解決するための手段
上記問題点を解決するため、本考案は、沈砂池
の最下流位置に形成された沈砂ピツトと、この沈
砂ピツトに配置されるジエツトポンプと、沈砂池
の下流側に隣接して配置される細目スクリーンお
よび除塵機とを有する揚砂装置において、一端が
沈砂ピツトの底部で開口され、他端が沈砂ピツト
外に位置するとともに細目スクリーンに向けて開
口される排出管を粗大ゴミの流通可能な内径に形
成して設け、排出管の一端の開口に向けて高圧水
の圧力水管を開口させて設けた構成としたもので
ある。Means for Solving the Problems In order to solve the above problems, the present invention includes a settling pit formed at the most downstream position of the settling basin, a jet pump disposed in this settling pit, and a jet pump located at the downstream side of the settling basin. In a sand lifting device having a fine screen and a dust remover arranged adjacent to each other, a discharge pipe having one end opened at the bottom of the sand settling pit and the other end located outside the sand settling pit and opening toward the fine screen is provided. It is formed to have an inner diameter that allows bulky waste to flow therethrough, and a pressure water pipe for high-pressure water is opened toward the opening at one end of the discharge pipe.
作 用
上記構成において、沈砂ピツトに沈降する通常
の沈砂は、ジエツトポンプによつて揚砂される。
この時、沈砂ピツトに沈砂とともに沈降する粗大
ゴミはジエツトポンプでの吸上げが不可能である
ために、沈砂ピツトに残留して滞積する。そし
て、ジエツトポンプによる揚砂終了後に、圧力水
管より高圧水を排出管の一端の開口に向けて噴射
する。この噴射された高圧水が排出管内に噴入す
ることによつて生じる吸引流により粗大ゴミを排
出管内に吸引する。そして、吸引された粗大ゴミ
を高圧水により排出管内を搬送させて、他端の開
口より細目スクリーンに向けて排出させる。そし
て、排出された粗大ゴミは、沈砂ピツトに沈降せ
ずに細目スクリーンにより除去された他のゴミと
ともに、除塵機により引上げられて排出される。Function In the above configuration, the normal sand that settles in the sand pit is pumped up by the jet pump.
At this time, since it is impossible for the jet pump to suck up the bulky debris that settles in the sand pit together with the sand, it remains in the sand pit and accumulates. After sand pumping by the jet pump is completed, high pressure water is injected from the pressure water pipe toward the opening at one end of the discharge pipe. The injected high-pressure water is injected into the discharge pipe, and a suction flow generated by the jet draws large debris into the discharge pipe. Then, the sucked bulky debris is conveyed through the discharge pipe by high-pressure water and discharged toward the fine screen through the opening at the other end. Then, the discharged bulky garbage is pulled up by a dust remover and discharged together with other garbage that is removed by the fine screen without settling in the sand settling pit.
実施例
以下、本考案の一実施例を図面に基づいて説明
する。第1図において、下水処理水路11の底部
には、沈砂池12が形成されており、下水の流れ
方向13で沈砂池12の最下流位置には、沈砂池
12よりも一段低く沈砂ピツト14が形成されて
いる。そして、沈砂池12にスクリユーコンベア
15が配置されるとともに、沈砂ピツト14には
ジエツトポンプ16が配置されており、また沈砂
ピツト14の下流側に隣接して細目スクリーン1
7および除塵機18が設けられている。そして、
排出管19が、一端を沈砂ピツト14の底部で開
口され、他端を沈砂ピツト14外に位置させると
ともに細目スクリーン17に向けて開口され、か
つ粗大ゴミの流通可能な内径を有する大径管に形
成されて設けられている。そして、高圧水20を
噴射する圧力水管21が、その開口を排出管19
の一端の開口に向けて設けられている。この圧力
水管21は、ジエツトポンプ16を駆動する高圧
水の供給源(図示せず)に連通している。Embodiment Hereinafter, an embodiment of the present invention will be described based on the drawings. In FIG. 1, a settling basin 12 is formed at the bottom of the sewage treatment channel 11, and a settling pit 14 is located at the most downstream position of the settling basin 12 in the flow direction 13 of the sewage, one step lower than the settling basin 12. It is formed. A screw conveyor 15 is arranged in the sand settling basin 12, a jet pump 16 is arranged in the sand settling pit 14, and a fine screen 1 is arranged adjacent to the downstream side of the sand settling pit 14.
7 and a dust remover 18 are provided. and,
The discharge pipe 19 is a large-diameter pipe having one end opened at the bottom of the sand settling pit 14 and the other end located outside the sand settling pit 14 and opened toward the fine screen 17, and having an inner diameter through which bulky waste can flow. formed and provided. Then, the pressure water pipe 21 that injects the high pressure water 20 opens its opening into the discharge pipe 19.
It is provided toward the opening at one end of the. This pressure water pipe 21 communicates with a high pressure water supply source (not shown) that drives the jet pump 16.
以下、上記構成における作用について説明す
る。下水処理水路11に下水とともに流入し、沈
砂池12に沈降した沈砂および粗大ゴミは、スク
リユーコンベア15によつて沈砂ピツト14に送
り込まれる。そして、沈砂ピツト14に沈降した
沈砂は、ジエツトポンプ16によつて揚砂されて
下水処理水路11外に排出される。この時、ジエ
ツトポンプ16で吸い上げることが不可能な粗大
ゴミは、沈砂ピツト14に残留して滞積する。そ
して、ジエツトポンプ16による揚砂終了後に、
圧力水管21より高圧水20を排出管19の一端
の開口に向けて噴射し、噴射された高圧水20が
排出管19内に噴入することによつて生じる吸引
流により粗大ゴミを排出管19内に吸引する。そ
して、吸引された粗大ゴミを高圧水20により排
出管19内を搬送させて、他端の開口より細目ス
クリーン17に向けて排出させる。この時、排出
管19の一端の開口から他端の開口までの揚程
が、沈砂ピツト14の深さに対応したわずかなも
のであるために、排出管19が大径管であつても
ジエツトポンプ16を駆動する高圧水と同程度の
圧力の高圧水20で粗大ゴミを押上げることが出
来る。そして、排出管19より排出された粗大ゴ
ミは、沈砂ピツト14に沈降せずに細目スクリー
ン17に達して、その通過を阻止された他のゴミ
とともに、除塵機18により引上げられ下水処理
水路11外に排出される。したがつて、本実施例
によれば沈砂ピツト14に沈降した粗大ゴミを細
目スクリーン17で除去される他のゴミとともに
一箇所で引上げることにより回収作業の作業効率
の向上を図ることが出来る。また、従来のように
沈砂池12の上流側に粗目スクリーンおよび除塵
機を設ける必要がないので装置を簡素化して揚砂
装置全体としての製作コストの低減を図れる。 Hereinafter, the effects of the above configuration will be explained. Sediment and bulky garbage that flowed into the sewage treatment channel 11 together with sewage and settled in the settling basin 12 are sent to the settling pit 14 by the screw conveyor 15. The sediment settled in the settling pit 14 is pumped up by the jet pump 16 and discharged to the outside of the sewage treatment channel 11. At this time, bulky debris that cannot be sucked up by the jet pump 16 remains in the settling pit 14 and accumulates therein. After the sand pumping by the jet pump 16 is completed,
High-pressure water 20 is injected from the pressure water pipe 21 toward the opening at one end of the discharge pipe 19, and the injected high-pressure water 20 is injected into the discharge pipe 19, causing a suction flow to remove large debris from the discharge pipe 19. suction inside. Then, the sucked bulky debris is conveyed through the discharge pipe 19 by the high-pressure water 20 and discharged toward the fine screen 17 from the opening at the other end. At this time, since the lift height from the opening at one end of the discharge pipe 19 to the opening at the other end is small, corresponding to the depth of the sand settling pit 14, even if the discharge pipe 19 is a large diameter pipe, the jet pump 16 It is possible to push up bulky debris using high pressure water 20 with the same pressure as the high pressure water that drives the. Then, the bulky garbage discharged from the discharge pipe 19 reaches the fine screen 17 without settling in the settling pit 14, and is pulled up by the dust remover 18 and removed from the sewage treatment channel 11 together with other garbage that is blocked from passing through. is discharged. Therefore, according to this embodiment, the efficiency of the collection work can be improved by pulling up the bulky debris that has settled in the sand settling pit 14 together with other debris that is removed by the fine screen 17 at one location. Furthermore, since it is not necessary to provide a coarse screen and a dust remover on the upstream side of the sand settling basin 12 as in the prior art, the apparatus can be simplified and the manufacturing cost of the sand pumping apparatus as a whole can be reduced.
考案の効果
以上述べたごとく本考案によれば、装置の簡素
化を図つて揚砂装置全体としての製作コストを低
減させるとともに、除去されたゴミの回収作業の
作業効率の向上を図れる。Effects of the Invention As described above, according to the present invention, it is possible to simplify the device and reduce the manufacturing cost of the sand pumping device as a whole, and to improve the efficiency of the work of collecting the removed garbage.
第1図は本考案の一実施例を示す全体構成図、
第2図は従来の揚砂装置を示す図である。
11……下水処理水路、12……沈砂池、14
……沈砂ピツト、16……ジエツトポンプ、17
……細目スクリーン、18……除塵機、19……
排出管、20……高圧水、21……圧力水管。
FIG. 1 is an overall configuration diagram showing an embodiment of the present invention;
FIG. 2 is a diagram showing a conventional sand lifting device. 11...Sewage treatment channel, 12...Sand settling basin, 14
...Sand pit, 16...Jet pump, 17
...Fine screen, 18...Dust remover, 19...
Discharge pipe, 20...high pressure water, 21...pressure water pipe.
Claims (1)
ツトに配置されるジエツトポンプと、沈砂池の下
流側に隣接して配置される細目スクリーンおよび
除塵機とを有する揚砂装置において、一端が沈砂
ピツトの底部で開口され、他端が沈砂ピツト外に
位置するとともに細目スクリーンに向けて開口さ
れる排出管を粗大ゴミの流通可能な内径に形成し
て設け、排出管の一端の開口に向けて高圧水の圧
力水管を開口させて設けたことを特徴とする揚砂
装置。 In a sand pumping device having a sand settling pit formed in a sand settling basin, a jet pump disposed in the sand settling pit, and a fine screen and a dust remover disposed adjacent to the downstream side of the sand settling basin, one end is connected to the sand settling pit. A discharge pipe is opened at the bottom and the other end is located outside the sand settling pit and opens towards the fine screen.The discharge pipe is formed to have an inner diameter that allows passage of bulky waste, and high-pressure water is supplied to the opening at one end of the discharge pipe. A sand pumping device characterized by having a pressure water pipe opened and installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4656887U JPH04881Y2 (en) | 1987-03-27 | 1987-03-27 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4656887U JPH04881Y2 (en) | 1987-03-27 | 1987-03-27 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63176504U JPS63176504U (en) | 1988-11-16 |
| JPH04881Y2 true JPH04881Y2 (en) | 1992-01-13 |
Family
ID=30866350
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4656887U Expired JPH04881Y2 (en) | 1987-03-27 | 1987-03-27 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04881Y2 (en) |
-
1987
- 1987-03-27 JP JP4656887U patent/JPH04881Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63176504U (en) | 1988-11-16 |
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