JP3205223B2 - Multi-stage sedimentation classifier - Google Patents

Multi-stage sedimentation classifier

Info

Publication number
JP3205223B2
JP3205223B2 JP16462295A JP16462295A JP3205223B2 JP 3205223 B2 JP3205223 B2 JP 3205223B2 JP 16462295 A JP16462295 A JP 16462295A JP 16462295 A JP16462295 A JP 16462295A JP 3205223 B2 JP3205223 B2 JP 3205223B2
Authority
JP
Japan
Prior art keywords
sedimentation
cylinder shaft
discharge cylinder
discharge
chute
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 - Fee Related
Application number
JP16462295A
Other languages
Japanese (ja)
Other versions
JPH08332309A (en
Inventor
弘志 伊藤
恭司 伊藤
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.)
Ito Corp
Original Assignee
Ito 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 Ito Corp filed Critical Ito Corp
Priority to JP16462295A priority Critical patent/JP3205223B2/en
Publication of JPH08332309A publication Critical patent/JPH08332309A/en
Application granted granted Critical
Publication of JP3205223B2 publication Critical patent/JP3205223B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Filtration Of Liquid (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、泥漿等の原液から砂等
の沈殿物を排出する沈殿分級機に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sedimentation classifier for discharging sediment such as sand from a stock solution such as a slurry.

【0002】[0002]

【従来の技術】従来、泥漿から砂の沈殿物を排出する沈
殿分級機としては、沈殿槽に投入した泥漿を撹拌しなが
ら沈殿し、底部からポンプで沈殿物を吸引排出するもの
であった。しかしながら、沈殿槽での沈殿量が限られる
ため処理量に限界があり、沈殿槽を多数設備するには広
い場所を要する問題点があった。
2. Description of the Related Art Conventionally, as a sedimentation classifier for discharging a sediment of sand from a slurry, a sediment fed into a sedimentation tank is settled while stirring, and the sediment is suctioned and discharged from a bottom part by a pump. However, since the amount of sedimentation in the sedimentation tank is limited, the treatment amount is limited, and there is a problem that a large place is required to install a large number of sedimentation tanks.

【0003】[0003]

【発明が解決しようとする課題】そこで本発明は、狭い
場所で設置でき、迅速な沈殿が図れて大きな処理量を確
保できる多段式沈殿分級機を提供するものである。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a multi-stage sedimentation classifier which can be installed in a narrow place, can achieve quick sedimentation, and can secure a large throughput.

【0004】[0004]

【課題を解決するための手段】このため本発明は、砂等
の沈殿物を排出するものであり、底部中央に排出部を形
成した沈殿槽を、横仕切板によって上下に複数段の沈殿
室を区分けし、原液管から分岐した供給管を夫々の沈殿
室に開口連結すると共に、排水管に分岐したオーバーフ
ロー管を夫々の沈殿室の上部に配設し、夫々の横仕切板
の中央に排出筒軸を上下に挿通して排出筒軸の下端を沈
殿槽底部の排出部に臨ませると共に、該排出筒軸を回転
させる回転手段を設け、沈殿物を中央部に集める集泥体
を該排出筒軸に固着して夫々の沈殿室内に配置し、沈殿
物を落下させる間隙部を夫々の横仕切板と排出筒軸との
間に開口させると共に、該間隙部から落下する沈殿物を
受けるシュートを排出筒軸の外周に固着して夫々の沈殿
室の上部に備え、夫々のシュートの内底部と連通する通
孔を排出筒軸に透設した構成としている。なお、夫々上
の沈殿室の集泥体によって落下する位置にシュートを開
口させて排出筒軸に固着させてもよい。
SUMMARY OF THE INVENTION Accordingly, the present invention is for discharging sediment such as sand. A sedimentation tank having a discharge part formed at the center of the bottom is divided into a plurality of sedimentation chambers by a horizontal partition plate. And the supply pipes branched from the undiluted solution pipes are opened and connected to the respective settling chambers, and the overflow pipes branched to the drain pipes are arranged at the top of each settling chamber, and discharged to the center of each horizontal partition plate. The lower end of the discharge cylinder shaft is made to face the discharge part at the bottom of the sedimentation tank by inserting the cylinder shaft up and down, and a rotating means for rotating the discharge cylinder shaft is provided. A chute fixed to the cylinder shaft and arranged in each sedimentation chamber, a gap for dropping sediment is opened between each horizontal partition plate and the discharge cylinder shaft, and a chute for receiving sediment falling from the gap. Is fixed to the outer periphery of the discharge cylinder shaft and provided at the top of each settling chamber, It has a configuration which is Toru設 the discharge tube axis hole communicating with the inner bottom portion of the people of the chute. In addition, a chute may be opened at a position where each of the sedimentation bodies in the upper sedimentation chamber falls by the collected sludge, and may be fixed to the discharge cylinder shaft.

【0005】[0005]

【作用】原液管に分岐した供給管から夫々の沈殿室に原
液が供給され、夫々の沈殿室で沈殿すると共に、排水管
に分岐したオーバーフロー管から排水される。そして、
夫々の沈殿室での沈殿物は集泥体によって中央に集めら
れ、横仕切板と排出筒軸との間に開口した間隙部からそ
の下の沈殿室のシュートに落下し、通孔を通って排出筒
軸内に送られ、排出筒軸の下端から排出されるのであ
る。なお、最下部の沈殿室では沈殿物が集泥体によって
中央に集められ排出部から落下排出するのである。上下
に多段の沈殿室が形成され、夫々の沈殿室で沈殿作用が
図れて排出できるため大量処理ができるのである。な
お、夫々上の沈殿室の集泥体によって落下する位置にシ
ュートを開口させた場合は、未沈殿原液を夫々下の沈殿
室に落下できてシュートに未沈殿原液の混入を防止でき
るのである。
The undiluted solution is supplied to each settling chamber from the supply pipe branched to the undiluted pipe, settles in each settling chamber, and drained from the overflow pipe branched to the drain pipe. And
The sediment in each sedimentation chamber is collected at the center by the sedimentation body, falls from the gap opened between the horizontal partition plate and the discharge cylinder axis to the chute in the sedimentation chamber below, and passes through the through hole. It is fed into the discharge tube shaft and discharged from the lower end of the discharge tube shaft. In the sedimentation chamber at the bottom, sediment is collected at the center by the sludge, and is dropped and discharged from the discharge part. Multi-stage sedimentation chambers are formed above and below, and the sedimentation action can be achieved in each sedimentation chamber so that large-scale treatment can be performed. In addition, when the chutes are opened at the positions where they fall by the collected sludge in the upper sedimentation chambers, the unsedimented stock solution can be respectively dropped into the lower sedimentation chambers, and the unsedimented stock solution can be prevented from being mixed into the chutes.

【0006】[0006]

【実施例】以下、本発明の詳細を図示実施例について説
明する。図1及び図2に示す本例において、1は沈殿槽
であり、高さ約20cmの間隔をおいて水平な横仕切板1
0を上下方向に多数枚配置して多数の沈殿室11を上下
に区分け形成している。なお、沈殿槽1の底板中央部は
下に向いたシュート状の排出部12としている。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. In the present example shown in FIGS. 1 and 2, reference numeral 1 denotes a sedimentation tank, which is a horizontal horizontal partition plate 1 having a height of about 20 cm.
A large number of 0s are arranged in the up-down direction to form a large number of sedimentation chambers 11 which are vertically divided. The central part of the bottom plate of the sedimentation tank 1 is a chute-shaped discharge part 12 facing downward.

【0007】2は排出筒軸であって夫々の横仕切板10
の中央孔13に上下に挿通してその下端を沈殿槽1底部
の排出部12に臨ませて軸受し、その上端に回転軸21
を固着して回転軸21を沈殿槽1に連結した支持板14
に軸受すると共に、回転軸21の上端に減速機付モータ
22を備えている。
Reference numeral 2 denotes a discharge cylinder shaft, each of which has a horizontal partition plate 10.
Of the sedimentation tank 1 with the lower end facing the discharge part 12 at the bottom of the sedimentation tank 1.
Plate 14 with the rotating shaft 21 connected to the settling tank 1
And a motor 22 with a speed reducer at the upper end of the rotating shaft 21.

【0008】また、内向きに傾斜した羽根板30を取付
杆31に並設して沈殿物を中央部に集める集泥体3を該
排出筒軸2に固着して夫々の沈殿室11内の下部に配置
している。さらに、横仕切板10の中央孔13における
排出筒軸2との間に間隙部4を設け、該間隙部4から落
下する沈殿物を受けるシュート5を排出筒軸2の外周に
固着して夫々の沈殿室11の上部に備えている。
Further, the inwardly inclined slats 30 are juxtaposed to the mounting rod 31, and the sludge collecting body 3 for collecting the sediment at the central part is fixed to the discharge cylinder shaft 2 and the sludge collecting body 3 is provided in each sedimentation chamber 11. It is located at the bottom. Further, a gap portion 4 is provided between the central hole 13 of the horizontal partition plate 10 and the discharge cylinder shaft 2, and a chute 5 for receiving the sediment falling from the gap portion 4 is fixed to the outer periphery of the discharge cylinder shaft 2. Above the sedimentation chamber 11.

【0009】シュート5は、図3のように、横仕切板1
0の中央孔13より広い開口部を有するロート状であっ
てその下端部を挿通した排出筒軸2に固着し、夫々のシ
ュート5の内底部と連通する通孔20を排出筒軸2に透
設している。
The chute 5 is, as shown in FIG.
0 is fixed to a discharge cylinder shaft 2 having a lower end inserted therethrough, and a through hole 20 communicating with the inner bottom of each chute 5 is penetrated through the discharge cylinder shaft 2. Has been established.

【0010】なお、6は原液管であり、上下に供給管6
1を分岐して夫々の沈殿室11の上部に内周壁に向けて
開口連結している。また、7は排水管であり、分岐した
オーバーフロー管71を絞り弁72を介して夫々の沈殿
室の上部に臨ませている。
Reference numeral 6 denotes an undiluted liquid tube, which is provided above and below a supply pipe 6.
1 is branched and connected to the upper part of each settling chamber 11 by opening toward the inner peripheral wall. Further, reference numeral 7 denotes a drain pipe, and the overflow pipe 71 that is branched faces the upper part of each settling chamber via a throttle valve 72.

【0011】このように構成した本例の作用を説明す
る。原液管6に分岐した供給管61から夫々の沈殿室1
1に含砂泥漿が供給されると、夫々の沈殿室11で重い
砂分が沈殿すると共に、上澄水分がオーバーフロー管7
1を介して排水管7から排水される。
The operation of the embodiment constructed as described above will be described. From the supply pipe 61 branched to the undiluted liquid pipe 6, each settling chamber 1
When the sand-containing slurry is supplied to the settling chamber 1, heavy sand is settled in each settling chamber 11, and the supernatant water is removed from the overflow pipe 7.
The waste water is drained from the drain pipe 7 through the drain pipe 1.

【0012】そして、夫々の沈殿室11での沈殿物であ
る砂はモータ22でゆっくりと回転する排出筒軸2によ
って集泥体3が回転することで中央に集められ、横仕切
板10と排出筒軸2との間に開口した間隙部4からその
下の沈殿室11のシュート5に落下し、さらに通孔20
を通って排出筒軸2内に送られ、排出筒軸2の下端から
排出されるのである。なお、最下部の沈殿室では砂が集
泥体3によって中央に集められ排出部12から落下排出
するのである。
Sand, which is sediment in each sedimentation chamber 11, is collected at the center by the rotation of the sludge collecting body 3 by the discharge cylinder shaft 2, which is slowly rotated by the motor 22, and is collected by the horizontal partition plate 10 and the discharge part. It falls from the gap 4 opened between the cylindrical shaft 2 and the chute 5 of the sedimentation chamber 11 therebelow, and further passes through the through hole 20.
Through the discharge cylinder shaft 2 and is discharged from the lower end of the discharge cylinder shaft 2. In the lowermost sedimentation chamber, the sand is collected at the center by the sludge collecting body 3, and is dropped and discharged from the discharge part 12.

【0013】このように本例によると、上下に多段の沈
殿室11が形成され、夫々の沈殿室11で沈殿作用が図
れて沈殿物が排出できるため狭い場所でも大量処理がで
きるのである。この際、沈殿物の排出が夫々の沈殿室1
1に連通配置してある排出筒軸2内に送られて排出され
るため、夫々の沈殿室に排出シュートを備える必要がな
いことから簡単な構成となるのである。
As described above, according to the present embodiment, the upper and lower multistage sedimentation chambers 11 are formed, and the sedimentation action is achieved in each of the sedimentation chambers 11 so that sediment can be discharged. At this time, the discharge of the sediment is
Since it is sent and discharged into the discharge cylinder shaft 2 communicated with 1, it is not necessary to provide a discharge chute in each settling chamber, so that the configuration is simple.

【0014】なお、絞り弁72の調整によって夫々の沈
殿室11での沈殿作用を調整できるのであり、原液及び
原液濃度が一定すれば最初の適正な絞り調整によって原
液を継続供給状態にできるのである。
By adjusting the throttle valve 72, the sedimentation action in each of the sedimentation chambers 11 can be adjusted. If the stock solution and the stock solution concentration are constant, the stock solution can be continuously supplied by the first appropriate throttle adjustment. .

【0015】また、組立てや保守を容易とするため、実
際は、図4のように、底板を有する濾過室形成枠8を上
下に接合させてフランジ部でボルト止着し、図5のよう
に、排出筒軸2に固着するシュート5を二つの分割型と
してフランジ部でボルト止着し、さらに図6のように、
排出筒軸2に固着する集泥体3を二つの分割型としてフ
ランジ部でボルト止着してもよい。
In addition, in order to facilitate assembly and maintenance, actually, as shown in FIG. 4, a filtration chamber forming frame 8 having a bottom plate is joined up and down and bolted with a flange portion, as shown in FIG. The chute 5 fixed to the discharge cylinder shaft 2 is divided into two halves and bolted at the flange portion, and as shown in FIG.
The sludge collecting body 3 fixed to the discharge cylinder shaft 2 may be divided into two parts and bolted to the flange portion.

【0016】本例は前記のように構成したが、本発明に
おいてはこれに限定されない。例えば、沈殿槽の形状は
問わず、底部中央の排出部の構成も限定されない。また
集泥体及び排出筒軸の形状や構成も適宜であり、排出筒
軸に固着するシュートの形状も任意であり、図7のよう
に、夫々上の沈殿室の集泥体によって落下する位置にだ
け開口するシュート9を排出筒軸2に固着してもよい。
なお、原液の供給量の調整手段は本例の絞り弁に限定さ
れない。
Although the present embodiment is configured as described above, the present invention is not limited to this. For example, regardless of the shape of the sedimentation tank, the configuration of the discharge part at the bottom center is not limited. Also, the shapes and configurations of the sludge collecting body and the discharge cylinder shaft are appropriate, and the shape of the chute fixed to the discharge cylinder shaft is also arbitrary. As shown in FIG. May be fixed to the discharge cylinder shaft 2.
The means for adjusting the supply amount of the undiluted solution is not limited to the throttle valve of this embodiment.

【0017】[0017]

【発明の効果】本発明によると、上下に多段の沈殿室が
形成され、夫々の沈殿室で沈殿作用が図れて沈殿物が排
出できるため狭い場所でも大量処理ができる効果が大き
く、沈殿物の排出が夫々の沈殿室に連通配置してある排
出筒軸内に送られて排出されるため、夫々の沈殿室に排
出シュートを備える必要がないことから簡単な構成とな
るのである。また請求項2のものでは、未沈殿原液を夫
々下の沈殿室に落下できてシュートに未沈殿原液の混入
を防止できるのである。
According to the present invention, a multistage sedimentation chamber is formed at the top and bottom, and sedimentation is achieved in each sedimentation chamber, and sediment can be discharged. Since the discharge is sent to and discharged from the discharge cylinder shafts that are arranged in communication with the respective sedimentation chambers, there is no need to provide a discharge chute in each of the sedimentation chambers, so that the configuration is simple. According to the second aspect of the present invention, the unsedimented stock solution can be dropped into each of the settling chambers below, so that the unsedimented stock solution can be prevented from being mixed into the chute.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施例を示す縦断正面図である。FIG. 1 is a vertical sectional front view showing an embodiment of the present invention.

【図2】その横断平面図である。FIG. 2 is a cross-sectional plan view thereof.

【図3】その要部の拡大縦断面図である。FIG. 3 is an enlarged vertical sectional view of a main part thereof.

【図4】濾過室形成枠による連結状態を示す縦断面図で
ある。
FIG. 4 is a longitudinal sectional view showing a connection state by a filtration chamber forming frame.

【図5】シュート部の連結状態を示す横断面図である。FIG. 5 is a cross-sectional view showing a connection state of a chute portion.

【図6】集泥体の連結状態を示す横断面図である。FIG. 6 is a cross-sectional view showing a connected state of the mud collector.

【図7】シュート部の別例を示す横断面図である。FIG. 7 is a cross-sectional view showing another example of the chute portion.

【符号の説明】[Explanation of symbols]

1 沈殿槽 10 横仕切板 11 沈殿室 12 排出部 13 中央孔 2 排出筒軸 20 通孔 21 回転軸 22 減速機付モータ 3 集泥体 30 羽根板 4 間隙部 5,9 シュート 6 原液管 61 供給管 7 排水管 71 オーバーフロー管 72 絞り弁 DESCRIPTION OF SYMBOLS 1 Sedimentation tank 10 Horizontal partition plate 11 Sedimentation chamber 12 Discharge part 13 Central hole 2 Discharge cylinder shaft 20 Through hole 21 Rotating shaft 22 Motor with reduction gear 3 Mud collector 30 Blade plate 4 Gap part 5, 9 Chute 6 Raw liquid pipe 61 Supply Pipe 7 Drain pipe 71 Overflow pipe 72 Throttle valve

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 砂等の沈殿物を排出するものであり、底
部中央に排出部を形成した沈殿槽を、横仕切板によって
上下に複数段の沈殿室を区分けし、原液管から分岐した
供給管を夫々の沈殿室に開口連結すると共に、排水管に
分岐したオーバーフロー管を夫々の沈殿室の上部に配設
し、夫々の横仕切板の中央に排出筒軸を上下に挿通して
排出筒軸の下端を沈殿槽底部の排出部に臨ませると共
に、該排出筒軸を回転させる回転手段を設け、沈殿物を
中央部に集める集泥体を該排出筒軸に固着して夫々の沈
殿室内に配置し、沈殿物を落下させる間隙部を夫々の横
仕切板と排出筒軸との間に開口させると共に、該間隙部
から落下する沈殿物を受けるシュートを排出筒軸の外周
に固着して夫々の沈殿室の上部に備え、夫々のシュート
の内底部と連通する通孔を排出筒軸に透設したことを特
徴とする多段式沈殿分級機。
1. A method for discharging sediment such as sand, wherein a sedimentation tank having a discharge part formed at the center of the bottom is divided into a plurality of sedimentation chambers vertically by a horizontal partition plate, and the supply is branched from a stock solution pipe. The pipes are connected to each sedimentation chamber by opening, and the overflow pipes branched into drainage pipes are arranged at the top of each sedimentation chamber, and the discharge cylinder shaft is inserted vertically into the center of each horizontal partition plate to discharge the wastewater. The lower end of the shaft is made to face the discharge part at the bottom of the sedimentation tank, and a rotating means for rotating the discharge cylinder shaft is provided. And a gap for dropping the sediment is opened between each horizontal partition plate and the discharge cylinder shaft, and a chute for receiving the sediment falling from the gap is fixed to the outer periphery of the discharge cylinder shaft. Prepared at the top of each settling chamber and communicated with the inner bottom of each chute A multi-stage sedimentation classifier characterized in that holes are provided through the discharge cylinder shaft.
【請求項2】 夫々上の沈殿室の集泥体によって落下す
る位置にシュートを開口させて排出筒軸に固着させた請
求項2の多段式沈殿分級機。
2. The multi-stage sedimentation classifier according to claim 2, wherein a chute is opened at a position where each of the sedimentation bodies in the upper sedimentation chamber falls by the collected sludge and fixed to the discharge cylinder shaft.
JP16462295A 1995-06-06 1995-06-06 Multi-stage sedimentation classifier Expired - Fee Related JP3205223B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16462295A JP3205223B2 (en) 1995-06-06 1995-06-06 Multi-stage sedimentation classifier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16462295A JP3205223B2 (en) 1995-06-06 1995-06-06 Multi-stage sedimentation classifier

Publications (2)

Publication Number Publication Date
JPH08332309A JPH08332309A (en) 1996-12-17
JP3205223B2 true JP3205223B2 (en) 2001-09-04

Family

ID=15796704

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16462295A Expired - Fee Related JP3205223B2 (en) 1995-06-06 1995-06-06 Multi-stage sedimentation classifier

Country Status (1)

Country Link
JP (1) JP3205223B2 (en)

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CN103331042A (en) * 2013-04-03 2013-10-02 中国市政工程西南设计研究总院 Multilayer flat combined sedimentation basin technology
CN112619207B (en) * 2020-11-24 2022-08-26 北京博阳环拓环保科技有限公司 Environment-friendly water conservancy sediment device of easily clearing up
CN115571936A (en) * 2022-09-29 2023-01-06 杭州富阳伟文环保科技有限公司 Two precipitation equipment of sewage treatment
CN117339255A (en) * 2023-12-04 2024-01-05 天通控股股份有限公司 Wafer processing wastewater raw material recovery device and method

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