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JPS6129763B2 - - Google Patents
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JPS6129763B2 - - Google Patents

Info

Publication number
JPS6129763B2
JPS6129763B2 JP9767778A JP9767778A JPS6129763B2 JP S6129763 B2 JPS6129763 B2 JP S6129763B2 JP 9767778 A JP9767778 A JP 9767778A JP 9767778 A JP9767778 A JP 9767778A JP S6129763 B2 JPS6129763 B2 JP S6129763B2
Authority
JP
Japan
Prior art keywords
sand
bucket
settling basin
width
guide rail
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
Application number
JP9767778A
Other languages
Japanese (ja)
Other versions
JPS5524546A (en
Inventor
Masanosuke Yoneda
Suehiro Sakota
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP9767778A priority Critical patent/JPS5524546A/en
Publication of JPS5524546A publication Critical patent/JPS5524546A/en
Publication of JPS6129763B2 publication Critical patent/JPS6129763B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は揚砂装置に関する。[Detailed description of the invention] The present invention relates to a sand lifting device.

たとえば下水処理設備における従来の揚砂装置
について第1図および第2図に基いて説明する
と、1は地中に埋設された複数の沈砂池、2は該
沈砂池1内に各家庭や工場からの汚水を送り込む
ための下水道本管、3,4は上記沈砂池1の上流
側および下流側に設けられたスクリーン、5は沈
砂池1の上方に形成された沈砂池作業室であつ
て、該作業室5床面に沈砂池1の長手方向に沿つ
て敷設されたレール6上には台車7が矢印A,B
方向走行自在に配設されてあり、該台車7上に
は、この台車7の走行方向(矢印A,B方向)と
は直交する方向C,Dにジブクレーン8が移動自
在に配設されてある。9は沈砂搬出機である。
For example, a conventional sand pumping device in a sewage treatment facility will be explained based on FIGS. 3 and 4 are screens provided on the upstream and downstream sides of the settling basin 1, and 5 is a settling basin working room formed above the settling basin 1, A trolley 7 is placed on the rail 6 laid along the longitudinal direction of the sand settling basin 1 on the floor of the work room 5 in the direction of arrows A and B.
A jib crane 8 is disposed on the truck 7 so as to be movable in directions C and D, which are orthogonal to the traveling direction of the truck 7 (directions of arrows A and B). . 9 is a sand transporter.

上記構成において、沈砂池1の底面上に溜つた
土砂を取り除く場合には、ジグクレーン8のバケ
ツト10を降下させてこのバケツト10により土
砂をつかみ取つた後、この土砂を沈砂搬出機9の
ホツパー9a内に投入し、該搬出機9によつて所
定の場所まで搬出するものである。
In the above configuration, when removing the sediment accumulated on the bottom surface of the sand settling basin 1, the bucket 10 of the jig crane 8 is lowered and the bucket 10 grabs the sediment, and then the sediment is transferred to the hopper of the sand settling machine 9. 9a, and is carried out to a predetermined location by the carrying out machine 9.

かかる従来の揚砂装置では、ジブクレーン8を
矢印A,B方向ばかりでなく、矢印C,D方向に
も移動させなければ沈砂池1の全底面上の土砂を
取り除くことができず、構造が複雑で、経済的に
割高であり、また作業室5の高さを高くする必要
がある。
In such a conventional sand pumping device, the structure is complicated because the jib crane 8 must be moved not only in the directions of arrows A and B but also in the directions of arrows C and D in order to remove the earth and sand on the entire bottom surface of the sand settling basin 1. Therefore, it is economically expensive, and it is necessary to increase the height of the work chamber 5.

そこで沈砂池1の底面上にスクリユーコンベヤ
を配設して土砂を一箇所に集め、バケツトエレベ
ータで揚砂したり、ポンプで吸い上げることが考
えられるが、この構成では、スクリユーコンベヤ
が常時水中にあり、洪水などで沈砂池1内に土砂
が多量に一度に流入したときには、上記コンベヤ
が埋まつてしまつて作動しない状態がおこるおそ
れがある。
Therefore, it is conceivable to arrange a screw conveyor on the bottom of the settling basin 1 to collect the sediment in one place, and then lift the sand with a bucket elevator or suck it up with a pump. If the conveyor is underwater and a large amount of earth and sand flows into the settling basin 1 at once due to a flood, etc., the conveyor may become buried and become inoperable.

本発明はかかる問題点を解消した揚砂装置を提
供するものである。
The present invention provides a sand lifting device that solves these problems.

以下本発明の一実施例を第3図および第4図に
基いて説明する。この実施例は下水処理設備にお
ける揚砂装置に関し、沈砂池作業室5の天井の各
沈砂池1上方箇所に、沈砂池1の長手方向に沿つ
てガイドレール11を配設してあり、該各ガイド
レール11にモノレールバケツト揚砂機12を吊
り下げてある。また上記沈砂池1の側壁21の下
部を、ガイドレール11直下の沈砂池底面部分1
aに向けて下すぼまりのテーパ面1bに形成して
ある。上記沈砂底面部分1aの幅αは開口状態の
バケツト13の幅βよりも若干大きく設定してあ
り、また上記テーパ面1bの傾斜角度θは安息角
よりも大に設定してある。なお14はゲート、1
5は沈砂搬出機、16はスキツプホイストであ
る。また、沈砂池1の上部には側壁21に連続す
る天板22が形成され、この天板22には、開口
状態のバケツト13の幅βよりも若干大きな幅の
開口23が形成されている。
An embodiment of the present invention will be described below with reference to FIGS. 3 and 4. This embodiment relates to a sand pumping device in a sewage treatment facility, and a guide rail 11 is disposed along the longitudinal direction of each settling basin 1 on the ceiling of a settling basin working room 5 above each settling basin 1. A monorail bucket sand lifter 12 is suspended from a guide rail 11. In addition, the lower part of the side wall 21 of the sand settling tank 1 is connected to the bottom part 1 of the sand settling tank directly below the guide rail 11.
It is formed on a tapered surface 1b that tapers downward toward a. The width α of the sand bottom portion 1a is set to be slightly larger than the width β of the bucket 13 in the open state, and the inclination angle θ of the tapered surface 1b is set to be larger than the angle of repose. Note that 14 is the gate, 1
5 is a sand settling machine, and 16 is a skip hoist. Further, a top plate 22 is formed in the upper part of the sand settling basin 1 and continues to the side wall 21, and an opening 23 having a width slightly larger than the width β of the bucket 13 in an open state is formed in the top plate 22.

上記構成において、沈砂池1に溜つた土砂を取
り除く場合には、モノレールバケツト揚砂機12
のバケツト13を第4図実線に示す状態から同図
仮想線で示すごとく降下させ、このバケツト13
により底面部分1a上の土砂をつかみ取り、次に
バケツト13を持ち上げると共に揚砂機12矢印
A方向に移動させて沈砂搬出機9のホツパー9a
上方にもたらし、該バケツト13を開口させれば
よい。
In the above configuration, when removing the sediment accumulated in the sand settling basin 1, the monorail bucket sand lifter 12
The bucket 13 is lowered from the state shown by the solid line in FIG. 4 as shown by the imaginary line in the same figure, and
to grab the earth and sand on the bottom part 1a, and then lift the bucket 13 and move the sand lifter 12 in the direction of arrow A to remove it from the hopper 9a of the sand transporter 9.
What is necessary is to bring it upward and open the bucket 13.

ところでバケツト13により底面部分1a上の
土砂を取り除くと、テーパ面1b上の土砂がずり
落ちて上記底面部分1a上にもたらされるので、
バケツト13は矢印A,B方向のみに移動させる
だけでよい。
By the way, when the dirt on the bottom part 1a is removed by the bucket 13, the dirt on the tapered surface 1b slides down and is brought onto the bottom part 1a.
The bucket 13 only needs to be moved in the directions of arrows A and B.

また、沈砂地1の上部に天板22を形成し、こ
の天板22に、バケツト13の幅βよりも若干大
きいだけの幅の開口23を形成したため、この開
口23以外の天板22部分すなわち側壁21の上
端に対応した天板22部分を広くとることができ
る。この結果、天板22の上面に十分な広さの作
業通路を確保することができ、しかも開口23を
塞ぐ必要があるときには蓋部材を小形のものとす
ることができる。
In addition, since the top plate 22 was formed on the upper part of the sand bed 1, and the opening 23 with a width slightly larger than the width β of the bucket 13 was formed in this top plate 22, the portion of the top plate 22 other than this opening 23, i.e. The portion of the top plate 22 corresponding to the upper end of the side wall 21 can be made wider. As a result, a sufficiently wide working passage can be secured on the top surface of the top plate 22, and when it is necessary to close the opening 23, the lid member can be made small.

上記実施例では、各沈砂池1の上にそれぞれ独
立したガイドレール11を配設し、該各ガイドレ
ール11にモノレールバケツト揚砂機12を配設
したが、上記各ガイドレール11をつないで1本
のジグザグ状のガイドレールを形成し、該ガイド
レールに1台のモノレールバケツト揚砂機12を
吊り下げて、この揚砂機12をジグザグ状に移動
させてもよい。
In the above embodiment, independent guide rails 11 were provided above each sand settling basin 1, and a monorail bucket sand lifter 12 was provided on each guide rail 11, but the guide rails 11 were connected. One zigzag-shaped guide rail may be formed, one monorail bucket sand lifter 12 may be suspended from the guide rail, and this sand lifter 12 may be moved in a zigzag shape.

以上述べたごとく本発明の揚砂装置によれば、
機械部分はガイドレールとバケツト揚砂機とだけ
であつて、構成が非常に簡単であり、このガイド
レールとバケツト揚砂機とが収納されている室の
高さを冒頭に述べた従来に比べて小さくすること
ができる。また沈砂池の側面の下部を、ガイドレ
ール直下の沈砂池底面部分に向けて下すぼまりの
テーパ面に形成し且つ、該底面部分の巾をバケツ
トの開口状態の巾より若干大きくしてあるから、
バケツトにより沈砂池底面部分上の土砂を取り除
くと、上記テーパ面上の土砂がずり落ちて沈砂池
底面部分上にもたらされる。したがつてバケツト
を沈砂池底面部分に沿つて移動させて土砂を取り
除くだけで、沈砂池内のすべての土砂を取り除く
ことができ、冒頭に述べた従来例のジグクレーン
のように前後左右に動かす必要はない。また、沈
砂池の上部に天板を形成し、この天板に、バケツ
トの間口状態の幅より若干大きな幅の開口を形成
したため、この開口以外の天板部分を広くとるこ
とができ、このため、天板の上面に十分な広さの
作業通路を確保できるうえに、開口を塞ぐ必要が
あるときには蓋部材を小形のものとすることがで
きる。また機械部分は沈砂池の上方にあるから、
沈砂池内に一度に土砂が入り込んでも、これよつ
て揚砂装置が故障することはない。
As described above, according to the sand lifting device of the present invention,
The mechanical part consists of only a guide rail and a bucket sand lifter, and the configuration is very simple. It can be made smaller. In addition, the lower part of the side surface of the settling basin is formed into a tapered surface that tapers down toward the bottom of the settling basin directly below the guide rail, and the width of the bottom part is made slightly larger than the width of the bucket when it is open. ,
When the earth and sand on the bottom surface of the settling basin is removed by the bucket, the earth and sand on the tapered surface slides down and is brought onto the bottom surface of the settling basin. Therefore, all the sediment in the sediment basin can be removed simply by moving the bucket along the bottom of the settling basin and removing the sediment, and there is no need to move it back and forth and left and right like the conventional jig crane mentioned at the beginning. There isn't. In addition, a top plate was formed on the top of the settling basin, and an opening with a width slightly larger than the width of the frontage of the bucket was formed in this top plate, so the top plate other than this opening could be made wider. Not only can a sufficiently wide working path be secured on the upper surface of the top plate, but also the lid member can be made smaller when it is necessary to close the opening. Also, the mechanical part is located above the settling basin, so
Even if earth and sand enters the sand settling basin all at once, the sand lifting device will not malfunction.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図および第2図は従来例を示し、第1図は
縦断面図、第2図は第1図の−線に沿う断面
図である。第3図および第4図は本発明の一実施
例を示し、第3図は縦断面図、第4図は第3図の
−線に沿う断面図である。 1……沈砂池、1a……底面部分、1b……テ
ーパ面、5……沈砂池作業室、11……ガイドレ
ール、12……バケツト揚砂機、13……バケツ
ト。
1 and 2 show a conventional example, with FIG. 1 being a longitudinal sectional view and FIG. 2 being a sectional view taken along the line - in FIG. 3 and 4 show an embodiment of the present invention, with FIG. 3 being a longitudinal sectional view and FIG. 4 being a sectional view taken along the line - in FIG. 1...Sand settling basin, 1a...Bottom portion, 1b...Tapered surface, 5...Sand settling basin work room, 11...Guide rail, 12...Bucket sand lifter, 13...Bucket.

Claims (1)

【特許請求の範囲】[Claims] 1 沈砂池の上方にガイドレールを配設し、該ガ
イドレールにバケツト揚砂機を走行自在に吊り下
げ、上記沈砂池の側壁の下部をガイドレール直下
の沈砂池底面部分に向けて下すぼまりのテーパ面
に形成し、該沈砂池底面部分の幅を前記バケツト
揚砂機のバケツトの開口状態の幅より若干大きく
形成し、上記沈砂池の上部に上記側壁に連続する
天板を形成し、該天板に、上記バケツトの開口状
態の幅より若干大きな幅の開口を形成したことを
特徴とする揚砂装置。
1. A guide rail is provided above the sand settling basin, a bucket sand lifter is suspended from the guide rail so that it can run freely, and the bottom of the side wall of the sand settling basin is lowered toward the bottom of the sand settling basin directly below the guide rail. A tapered surface is formed, the width of the bottom part of the sand settling basin is formed to be slightly larger than the width of the bucket of the bucket sand pump in an open state, and a top plate that is continuous with the side wall is formed on the upper part of the sand settling basin, A sand pumping device characterized in that an opening having a width slightly larger than the width of the bucket in an open state is formed in the plate.
JP9767778A 1978-08-09 1978-08-09 Sand-lifting apparatus Granted JPS5524546A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9767778A JPS5524546A (en) 1978-08-09 1978-08-09 Sand-lifting apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9767778A JPS5524546A (en) 1978-08-09 1978-08-09 Sand-lifting apparatus

Publications (2)

Publication Number Publication Date
JPS5524546A JPS5524546A (en) 1980-02-21
JPS6129763B2 true JPS6129763B2 (en) 1986-07-09

Family

ID=14198631

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9767778A Granted JPS5524546A (en) 1978-08-09 1978-08-09 Sand-lifting apparatus

Country Status (1)

Country Link
JP (1) JPS5524546A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2710733B2 (en) * 1992-08-18 1998-02-10 鹿島建設株式会社 Damping structure stack

Also Published As

Publication number Publication date
JPS5524546A (en) 1980-02-21

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