JPH0299106A - Solid-liquid separator - Google Patents

Solid-liquid separator

Info

Publication number
JPH0299106A
JPH0299106A JP25327188A JP25327188A JPH0299106A JP H0299106 A JPH0299106 A JP H0299106A JP 25327188 A JP25327188 A JP 25327188A JP 25327188 A JP25327188 A JP 25327188A JP H0299106 A JPH0299106 A JP H0299106A
Authority
JP
Japan
Prior art keywords
liquid
treated
separation tank
solid
separation
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
Application number
JP25327188A
Other languages
Japanese (ja)
Inventor
Masanori Aoki
正則 青木
Hatsushiro Otsuka
大塚 肇四郎
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.)
Ebara Corp
Ebara Research Co Ltd
Original Assignee
Ebara Corp
Ebara Research Co Ltd
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 Ebara Corp, Ebara Research Co Ltd filed Critical Ebara Corp
Priority to JP25327188A priority Critical patent/JPH0299106A/en
Publication of JPH0299106A publication Critical patent/JPH0299106A/en
Pending legal-status Critical Current

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  • Centrifugal Separators (AREA)

Abstract

PURPOSE:To prevent the lowering of solid-liquid separation efficiencies by providing an inlet port for guiding a liquid to be treated into a separation section and a discharge port for guiding a treated liquid having been treated to the outside of a separation tank. CONSTITUTION:A liquid to be treated flowing into a separation tank 1 from an inlet port 5 is caused to whirl, being surrounded by a guide plate 50 and a side wall 2 to be guided thereby, and released from the guide plate 50 where the liquid is spaced the largest distance from a discharge port 9. Consequently, the liquid to be treated whirls sufficiently, without taking a minimum path toward the port 9 even if under small centrifugal forces, while floatable solids 21 rises to the free surface 8 of the liquid to be treated and solids 20 having a property to be precipitated are precipitated toward a bottom wall 3, wherein high separation efficiencies are maintained.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は合流式下水道における下水等のような、固形物
が混在した液を濃縮して固液分離を行なう固液分離装置
に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a solid-liquid separator that performs solid-liquid separation by concentrating a liquid containing solids, such as sewage in a combined sewer system. .

〔従来の技術〕[Conventional technology]

合流式下水道においては、ポンプ場或いは直接下水処理
場に接続する下水道を設け、汚水を導いて下水処理を行
なうようになっている。
In a combined sewer system, a sewer system is provided that is connected directly to a pump station or a sewage treatment plant, and sewage is led to the sewer system for sewage treatment.

そして晴天時には上記下水道に下水のみが導かれ、該導
かれた下水は処理場においてその中から汚濁物質が除か
れて清浄水となって河川に放流される。
When the weather is sunny, only sewage is led to the sewer system, and the pollutants are removed from the sewage at a treatment plant to become clean water, which is then discharged into the river.

一方雨天の場合、特に急に集中豪雨が発生したような場
合は、上記下水路中に雨水が多量に流入するため、下水
処理場の下水処理能力をはるかに超過し、このため多量
の汚濁した水が河川に流入し河川の水質を汚濁するとい
う問題があった。
On the other hand, in the case of rainy weather, especially when heavy rain suddenly occurs, a large amount of rainwater flows into the sewers, far exceeding the sewage treatment capacity of the sewage treatment plant, resulting in a large amount of pollution. There was a problem that water flowed into the river and polluted the water quality of the river.

そして本件出願人は上記問題点を解決するため、特願昭
58−50367号(特開昭59−177105号)に
示すような固液分離装置を開発した。
In order to solve the above-mentioned problems, the present applicant has developed a solid-liquid separator as shown in Japanese Patent Application No. 58-50367 (Japanese Unexamined Patent Publication No. 59-177105).

第3図はこのような従来の固液分離装置の一例を示す図
であり、同図(a)は平面図、同図(b)は同図(a)
のI−I線上側面断面図である。
FIG. 3 is a diagram showing an example of such a conventional solid-liquid separation device, where (a) is a plan view, and (b) is a plan view of the same.
FIG.

同図に矢印Aで示すように、固形物を含んだ被処理液は
、流入路4を経て流入口5から分離槽1内へその接線方
向から流入したのち、側壁2に沿って旋回しながら放流
口9へ向かう。その間に沈降性固形物20は底壁へ沈降
し、浮上性固形物21は自由表面8へと浮上する。この
ようにして固形物が除去された処理済み液は放流口9か
ら流出する。一方沈降性固形物20は分離槽1の底壁3
に設けた底部排出口6から流出し、浮上性固形物21は
オーバーフロー管7から流出する。
As shown by arrow A in the figure, the liquid to be treated containing solids flows from the inflow port 5 into the separation tank 1 from the tangential direction through the inflow channel 4, and then swirls along the side wall 2. Head towards outlet 9. In the meantime, the settleable solids 20 settle to the bottom wall, and the floatable solids 21 float to the free surface 8. The treated liquid from which solids have been removed in this way flows out from the outlet 9. On the other hand, the sedimentary solids 20 are contained in the bottom wall 3 of the separation tank 1.
The floating solids 21 flow out from the overflow pipe 7.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら、上述のような従来の固液分離装置にあっ
ては、この分離槽、1内に流入する被処理液の流入速度
u0を一定としたままでその装置を大型化すると、分離
槽1の半径Rが大きくなった分だけ遠心力u6”/Rが
小さくなる。このため、分離槽1の接線方向に流入した
被処理液は分離槽1の側壁に沿わずに、第3図(a)の
矢印Bで示すように、最も流動損失の少ない最短経路で
放流口9へと向かう。このため流入口5から放流口9へ
至るまでの被処理液の移動距離が減少するため、固液の
分離率が低下するという問題点があった。
However, in the conventional solid-liquid separator as described above, if the device is enlarged while the inflow velocity u0 of the liquid to be treated flowing into the separation tank 1 is kept constant, the separation tank 1 becomes larger. As the radius R increases, the centrifugal force u6''/R decreases. Therefore, the liquid to be treated that flows in the tangential direction of the separation tank 1 does not follow the side wall of the separation tank 1, and instead flows as shown in Fig. 3(a). As shown by arrow B, the liquid goes to the outlet 9 via the shortest path with the least flow loss.As a result, the distance the liquid to be treated travels from the inlet 5 to the outlet 9 is reduced, and the solid-liquid There was a problem that the separation rate decreased.

また上記特願昭58−50367号の記載中には、流入
口5から流入してくる被処理液を分離槽1の側壁2から
離すようにするための案内板を設けた例を示しているが
、このように構成すれば、さらに被処理液が側壁2から
離れ易くなるため、上記問題点は大きくなる。
Furthermore, the above Japanese Patent Application No. 58-50367 describes an example in which a guide plate is provided to direct the liquid to be treated flowing in from the inlet 5 away from the side wall 2 of the separation tank 1. However, with this configuration, the liquid to be treated becomes more likely to separate from the side wall 2, so that the above-mentioned problem becomes more serious.

この発明は上述の点に鑑みてなされたものであり、たと
え固液分離装置が大型化して被処理液の遠心力が/J%
さくなっても、該被処理液の流れを分離槽1の側壁に沿
わせることができる固液分離装置を提供することを目的
とする。
This invention was made in view of the above points, and even if the solid-liquid separator becomes large and the centrifugal force of the liquid to be processed increases
It is an object of the present invention to provide a solid-liquid separation device that allows the flow of the liquid to be treated to follow the side wall of a separation tank 1 even when the liquid is low.

〔課題を解決するだめの手段〕[Failure to solve the problem]

上記問題点を解決するため本発明は固液分離装置を、底
壁を有する筒状容器の内部に導入し収容した被処理液を
旋回せしめながら固液分離を行なう分離槽を有する固液
分離装置において、被処理液を分離槽内に導く流入口と
、分離処理後の処理済み液を分離槽外に導く放流口とを
備え、前記流入口と前記放流口は前記分離槽の側壁の一
部か底壁の一部かの少なくとも何れか一方に設けられ、
前記放流口は前記流入口から被処理液の旋回流れ方向に
沿って180度以上離れた位置に配置され、前記流入口
から流入した被処理液の流れを前記分離槽の側壁に沿っ
て導く案内板を立設させ、該案内板の下流側端部が前記
流入口から被処理液の旋回流れ方向に沿って90度以上
離れるように構成した。
In order to solve the above problems, the present invention provides a solid-liquid separator having a separation tank that performs solid-liquid separation while swirling the contained liquid to be treated, which is introduced into a cylindrical container having a bottom wall. , comprising an inlet for guiding the liquid to be treated into the separation tank, and an outlet for guiding the treated liquid after separation treatment to the outside of the separation tank, and the inlet and the outlet are part of the side wall of the separation tank. or a part of the bottom wall,
The outlet is disposed at a position 180 degrees or more away from the inlet along the swirling flow direction of the liquid to be treated, and is a guide for guiding the flow of the liquid to be treated that has flowed in from the inlet along the side wall of the separation tank. The plate was erected, and the downstream end of the guide plate was configured to be separated from the inlet by 90 degrees or more along the swirling flow direction of the liquid to be treated.

〔作用〕[Effect]

上記の如く固液分離装置を構成したため、たとえ装置が
大型化して分離槽内を旋回する被処理液の遠心力が小さ
くなっても、分離槽の接線方向に流入した被処理液は案
内板に導かれて分離槽の側壁に沿って旋回し、このため
流入口から放流口へ至るまでの被処理液の移動距離が減
少せず、充分な固液の分離率が維持される。
Because the solid-liquid separator is configured as described above, even if the device becomes larger and the centrifugal force of the liquid to be treated swirling in the separation tank becomes smaller, the liquid to be treated that flows in the tangential direction of the separation tank will flow through the guide plate. The liquid is guided and rotates along the side wall of the separation tank, so that the moving distance of the liquid to be treated from the inlet to the outlet does not decrease, and a sufficient solid-liquid separation rate is maintained.

〔実施例〕〔Example〕

以下、本発明の実施例を図面に基づいて詳細に説明する
Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図は本発明の一実施例にかかる固液分離装置を示す
図であり、同図(a)は平面図、同図(b)は同図(a
)のI−I線上断面側面図である。
FIG. 1 is a diagram showing a solid-liquid separator according to an embodiment of the present invention, in which (a) is a plan view and (b) is a plan view.
) is a cross-sectional side view taken along line II of FIG.

同図に示すようにこの固液分離装置は、分離槽1の側壁
2に、被処理液を分離槽内に導く流入口5と、分離処理
後の処理済み液を分離槽外に導く放流口9とを取り付け
、また分離槽1の中央部にオーバーフロー管30を取り
付け、また該分離槽1の底壁3の中央部に設けた凹部4
0にサンドポンプ41を配置し、さらに流入口5から流
入した被処理液の流れを前記分離槽1の側壁2に沿って
導く案内板50を立設させて構成している。
As shown in the figure, this solid-liquid separator has an inlet 5 on a side wall 2 of a separation tank 1 for introducing the liquid to be treated into the separation tank, and an outlet port for guiding the treated liquid after separation treatment to the outside of the separation tank. 9 is attached, and an overflow pipe 30 is attached to the center of the separation tank 1, and a recess 4 provided in the center of the bottom wall 3 of the separation tank 1 is attached.
A sand pump 41 is disposed at the separation tank 1, and a guide plate 50 for guiding the flow of the liquid to be treated flowing in from the inlet 5 along the side wall 2 of the separation tank 1 is provided upright.

以下との固液分離装置の各構成部分を詳細に説明する。Each component of the solid-liquid separator will be described in detail below.

分離槽1はほぼ円形(楕円形等の所望の他の形状であっ
てもよい)に形成された側壁2と底壁3を有している。
The separation tank 1 has a side wall 2 and a bottom wall 3, which are formed into a substantially circular shape (or other desired shape such as an ellipse).

この分離槽1には被処理液を側壁2に対して接線方向に
導入して分離槽1内において該被処理液に側壁2に沿う
旋回運動を与えるように、流入路4の流入口5を側壁2
に取り付ける。流入口5の位置はその一部が底壁3にか
かつてもよく、また底壁3のみにあってもよい。
The inlet 5 of the inlet passage 4 is connected to the separation tank 1 so that the liquid to be treated is introduced tangentially to the side wall 2 and the liquid to be treated is given a swirling motion along the side wall 2 in the separation tank 1. side wall 2
Attach to. The inlet 5 may be partially located on the bottom wall 3, or may be located only on the bottom wall 3.

底壁3は外周から中心に向かってすりばち状に傾斜して
いる。なお底壁3は水平面状に形成してもよい。
The bottom wall 3 is sloped from the outer periphery toward the center in a conical shape. Note that the bottom wall 3 may be formed in a horizontal plane.

分離槽1の底壁3の中央付近には沈降性固形物が沈殿す
る凹部40が形成されている。そしてこの凹部40内に
はサンドポンプ41が配置され、沈殿してくる沈降性固
形物20を適宜に排出管42から排出する。
A recess 40 is formed near the center of the bottom wall 3 of the separation tank 1 in which the sedimentable solids settle. A sand pump 41 is disposed within the recess 40 to appropriately discharge the settling solids 20 from the discharge pipe 42.

また放流口9は十分な固液分離を行なうために流入口5
から側壁2の内周の被処理液の流れの方向に沿って18
0度以上の角度の位置に設けるのが好ましい。ここで放
流口9の位置はその一部が底壁3にかかってもよくまた
底壁3のみにあってもよい。放流口9の下流側は河川等
に連結する。
In addition, the outlet 9 is connected to the inlet 5 in order to perform sufficient solid-liquid separation.
18 along the flow direction of the liquid to be treated on the inner periphery of the side wall 2.
It is preferable to provide it at a position at an angle of 0 degrees or more. Here, the outlet 9 may be located partially on the bottom wall 3 or only on the bottom wall 3. The downstream side of the outlet 9 is connected to a river or the like.

オーバーフロー管30は分離槽1の中央部に設けられ、
その上端は分離槽1内の所定位置に上向きに開放されて
おり、またその下端は前記凹部40を貫通して分離槽1
の外部に導かれている。
The overflow pipe 30 is provided in the center of the separation tank 1,
Its upper end is opened upward at a predetermined position in the separation tank 1, and its lower end passes through the recess 40 and is inserted into the separation tank 1.
guided externally.

案内板50は分離槽1の内部に立設している。The guide plate 50 is erected inside the separation tank 1.

この案内板50は分離槽1の側壁2に平行に前記流入口
5の部分から所定長さ延びている。
The guide plate 50 extends parallel to the side wall 2 of the separation tank 1 from the inlet 5 for a predetermined length.

またこの案内板50の上端辺50aは該分離装置1内に
収容する被処理液の自由表面8位置よりも高くなってい
る。また該案内板50の下流側端部50bは放流口9か
らの直線距離が最も遠い地点まで伸ばしている。また同
時にこの下流側端部50bは流入口5から被処理液の旋
回流れ方向に沿って90度以上離している(この実施例
のθで示す)。なお下流側端部50bは流入口5から被
処理液の旋回流れ方向に沿って90度程度以上離してお
けば本発明の効果は生じ、必ずしも放流口9からの直線
距離が最も遠い地点とする必要はない。
Further, the upper end side 50a of the guide plate 50 is higher than the free surface 8 of the liquid to be treated contained in the separation device 1. Further, the downstream end portion 50b of the guide plate 50 extends to the farthest point in a straight line from the outlet 9. At the same time, this downstream end portion 50b is separated from the inlet 5 by 90 degrees or more along the swirling flow direction of the liquid to be treated (indicated by θ in this embodiment). The effect of the present invention can be obtained if the downstream end 50b is separated from the inlet 5 by about 90 degrees or more along the swirling flow direction of the liquid to be treated, and it is not necessarily the point at which the straight distance from the outlet 9 is the farthest. There's no need.

また案内板50の上端辺50aは被処理液の自由表面8
位置より高くする方が好ましいが、必ずしもこれに限ら
れず該上端辺50aは自由表面8より低くても本発明の
効果は生じる。
Further, the upper end side 50a of the guide plate 50 is the free surface 8 of the liquid to be treated.
Although it is preferable that the upper end side 50a be higher than the free surface 8, the effect of the present invention can still be obtained even if the upper end side 50a is lower than the free surface 8.

なおこの実施例にあっては、案内板50の下端辺は底壁
3とつながっている。
In this embodiment, the lower end side of the guide plate 50 is connected to the bottom wall 3.

次にこの固液分離装置の動作を説明する。Next, the operation of this solid-liquid separator will be explained.

流入口5から分離槽1内に流入した被処理液は、案内板
50と側壁2に囲まれてこれらに導かれながら旋回し、
放流口9からの直線距離が最も遠い地点で案内板50の
拘束を離れる。
The liquid to be treated that has flowed into the separation tank 1 from the inlet 5 is surrounded by the guide plate 50 and the side wall 2 and rotates while being guided by these.
It leaves the restraint of the guide plate 50 at the point where the straight distance from the outlet 9 is the farthest.

このため被処理液はたとえ遠心力が小さくても従来のよ
うに最短経路で放流口9へ向かうことはなく、十分に旋
回し、その間に浮上性固形物21は被処理液の自由表面
8上に浮上するとともに沈降性固形物20は底壁3方向
に沈殿し、高い分離率が維持される。
Therefore, even if the centrifugal force is small, the liquid to be treated does not take the shortest route to the outlet 9 as in the conventional case, but rotates sufficiently, and during this time, the floating solids 21 move onto the free surface 8 of the liquid to be treated. As the solids 20 rise to the surface, they settle in the direction of the bottom wall 3, maintaining a high separation rate.

底壁3に沈殿した沈降性固形物20は、該底壁3の傾斜
によって凹部40に集められ、サンドポンプ41を適宜
運転することによって外部に導出される。
The sedimentary solids 20 that have settled on the bottom wall 3 are collected in the recess 40 by the slope of the bottom wall 3, and are led out to the outside by operating the sand pump 41 as appropriate.

一方自由表面8上に浮上した浮上性固形物21は、オー
バーフロー管30の上面開口からその内部に導かれ、該
オーバーフロー管30を通って外部に導出される。
On the other hand, the floating solids 21 floating on the free surface 8 are guided into the overflow pipe 30 from the upper opening thereof, and are led out through the overflow pipe 30 to the outside.

そして固形物を多量に含んだオーバーフロー管30と排
出管42からの濃縮液は、下水処理場に送られ、固形物
が分離された後の処理済み液は放流口9を経て河川等へ
放流されるのである。
The concentrated liquid from the overflow pipe 30 and the discharge pipe 42 containing a large amount of solid matter is sent to a sewage treatment plant, and the treated liquid after solid matter has been separated is discharged into a river etc. through the discharge port 9. It is.

第2図は本発明の第2の実施例を示す図であり、同図(
a)は平面図、同図(b)は同図(a)のI−I線上側
面断面図である。
FIG. 2 is a diagram showing a second embodiment of the present invention.
FIG. 3A is a plan view, and FIG.

この実施例は分離槽1を沈砂池として使用する場合の例
を示している。
This embodiment shows an example in which the separation tank 1 is used as a sand settling basin.

この実施例において、上記第1図に示す実施例と相違す
る点は、第1図の実施例に示すようなオーバーフロー管
30を設けず(浮上性固形物21がないため)、また放
流口9を流入路4の上部に設け、さらに案内板50の構
造が相違する点である。
This embodiment is different from the embodiment shown in FIG. 1 above, in that an overflow pipe 30 as shown in the embodiment shown in FIG. is provided above the inflow channel 4, and the structure of the guide plate 50 is different.

ここで案内板50は前記実施例よりもその長さを長くし
、下流側端部50bを流入口5から約180度の位置ま
で伸ばしている。またこの案内板50の上端辺50aは
第1図に示す実施例と同様に被処理液の自由表面よりも
上になるように構成しているが、該案内板50の下端辺
50cは底壁3に接しておらず、すきま50dが形成さ
れている。
Here, the length of the guide plate 50 is made longer than in the previous embodiment, and the downstream end portion 50b extends to a position approximately 180 degrees from the inlet 5. Further, the upper end side 50a of this guide plate 50 is configured to be above the free surface of the liquid to be treated as in the embodiment shown in FIG. 3, and a gap 50d is formed.

そして流入路4から分離槽1内に砂を含んだ被処理液が
流入し、案内板50に案内されて該分離槽1内を約18
0度胸回した後に、案内板50の拘束を離れる。
Then, the liquid to be treated containing sand flows into the separation tank 1 from the inflow path 4, is guided by the guide plate 50, and flows through the separation tank 1 for about 18 minutes.
After turning the chest 0 degrees, the person leaves the restraint of the guide plate 50.

このため被処理液はたとえ遠心力が小さくても砂は充分
に沈降し、高い分離率が得られる。
Therefore, even if the centrifugal force in the liquid to be treated is small, the sand will settle sufficiently and a high separation rate can be obtained.

底壁3に沈殿した沈降性固形物20たる砂は、該底壁3
の傾斜によって凹部40に集められ、サンドポンプ41
を適宜運転することによって外部に導出される。
The sand constituting the sedimentary solid matter 20 that has settled on the bottom wall 3 is
are collected in the recess 40 by the slope of the sand pump 41
is extracted to the outside by operating the system appropriately.

ここで案内板50の下端にはすきま50dが形成されて
いるので、流入口5の真下部分に沈降した沈降性固形物
20も該すきま50dから凹部40への移動が可能とな
る。
Here, since a gap 50d is formed at the lower end of the guide plate 50, the sedimentary solids 20 that have settled directly below the inlet 5 can also move to the recess 40 through the gap 50d.

そして固形物が分離された後の処理済み液は流入路4上
の放流口9を経て河川等へ放流されるのである。
After the solid matter has been separated, the treated liquid is discharged into a river or the like through the discharge port 9 on the inflow path 4.

〔発明の効果〕〔Effect of the invention〕

以上詳細に説明したように、本発明に係る固液分離装置
によれば、たとえその装置が大型化して分離槽内を旋回
する被処理液の遠心力が小さくなっても、分離槽の接線
方向に流入した被処理液は案内板に導かれて分離槽の側
壁に沿って旋回するため、流入口から放流口へ至るまで
の被処理液の移動距離が減少せず、充分な固液の分離率
が維持される。
As explained in detail above, according to the solid-liquid separation device according to the present invention, even if the device becomes larger and the centrifugal force of the liquid to be treated swirling in the separation tank becomes smaller, The liquid to be treated that flows into the tank is guided by the guide plate and swirls along the side wall of the separation tank, so the distance traveled by the liquid from the inlet to the outlet is not reduced and sufficient solid-liquid separation is achieved. rate is maintained.

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

第1図は本発明の一実施例にかかる固液分離装置を示す
図であり、同図(a)は平面図、同図(b)は同図(a
)のI−I線上側面断面図、第2図は本発明の第2の実
施例を示す図であり、同図(a)は平面図、同図(b)
は同図(a)の■−I線上側面断面図、第3図は従来の
固液分離装置を示す図であり、同図(a)は平面図、同
図(b)は同図(a)のI−I線上側面断面図である。 図中、1・・・分離槽、2・・・側壁、3・・・底壁、
5・・・流入口、8・・・自由表面、9・・・放流口、
50・・・案内板、50a・・・上端辺、50b・・・
下流側端部、である。 出願人 株式会社荏原製作所  (外1名)代理人 弁
理士 熊 谷  隆 (外1名);宵l 図 第2 図 (b) 第3 民? に4
FIG. 1 is a diagram showing a solid-liquid separator according to an embodiment of the present invention, in which (a) is a plan view and (b) is a plan view.
), and FIG. 2 is a diagram showing a second embodiment of the present invention, and FIG. 2(a) is a plan view, and FIG. 2(b)
3 is a top sectional view taken along the line ■-I in FIG. 3(a), and FIG. 3 is a diagram showing a conventional solid-liquid separation device. ) is a top sectional view taken along line I-I of FIG. In the figure, 1... separation tank, 2... side wall, 3... bottom wall,
5... Inlet, 8... Free surface, 9... Outlet,
50... Guide plate, 50a... Upper end side, 50b...
the downstream end. Applicant Ebara Corporation (1 other person) Agent Patent attorney Takashi Kumagai (1 other person); Yoi Figure 2 (b) 3rd person? to 4

Claims (1)

【特許請求の範囲】 底壁を有する筒状容器の内部に導入し収容した被処理液
を旋回せしめながら固液分離を行なう分離槽を有する固
液分離装置において、 被処理液を分離槽内に導く流入口と、分離処理後の処理
済み液を分離槽外に導く放流口とを備え、 前記流入口と前記放流口は前記分離槽の側壁の一部か底
壁の一部かの少なくとも何れか一方に設けられ、前記放
流口は前記流入口から被処理液の旋回流れ方向に沿って
180度以上離れた位置に配置され、 前記流入口から流入した被処理液の流れを前記分離槽の
側壁に沿って導く案内板を立設させ、該案内板の下流側
端部が前記流入口から被処理液の旋回流れ方向に沿って
90度以上離れていることを特徴とする固液分離装置。
[Scope of Claims] A solid-liquid separator having a separation tank that performs solid-liquid separation while swirling a liquid to be treated introduced and stored inside a cylindrical container having a bottom wall, comprising: and an outlet for guiding the treated liquid after separation treatment to the outside of the separation tank. The discharge port is disposed at a position 180 degrees or more away from the inflow port along the swirling flow direction of the liquid to be treated, and the flow of the liquid to be treated flowing from the inflow port is directed to the separation tank. A solid-liquid separator characterized in that a guide plate is provided upright to guide the liquid along the side wall, and the downstream end of the guide plate is separated from the inlet by 90 degrees or more along the swirling flow direction of the liquid to be treated. .
JP25327188A 1988-10-06 1988-10-06 Solid-liquid separator Pending JPH0299106A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25327188A JPH0299106A (en) 1988-10-06 1988-10-06 Solid-liquid separator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25327188A JPH0299106A (en) 1988-10-06 1988-10-06 Solid-liquid separator

Publications (1)

Publication Number Publication Date
JPH0299106A true JPH0299106A (en) 1990-04-11

Family

ID=17248960

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25327188A Pending JPH0299106A (en) 1988-10-06 1988-10-06 Solid-liquid separator

Country Status (1)

Country Link
JP (1) JPH0299106A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0537390U (en) * 1991-10-29 1993-05-21 トリニテイ工業株式会社 Sludge separation tank
JP2001025606A (en) * 1999-05-11 2001-01-30 Tokyo Tone Kaihatsu Kk Turbid water cleaning system and apparatus
JP2003502138A (en) * 1999-06-22 2003-01-21 テルモゼレクト・アクチェンゲゼルシャフト Separation device and method of using the same
KR20040005553A (en) * 2002-07-08 2004-01-16 가부시키가이샤 고베 세이코쇼 Fireproofing panel and method for manufacturing wall structure having the same
JP2005523153A (en) * 2002-04-25 2005-08-04 エルエーアー ゲゼルシャフト フュア リサイクリング フォン エネルギー ウント アプファル エムベーハー Double selection method and apparatus
JP2011016131A (en) * 1999-04-15 2011-01-27 Hydro Internatl Plc Hydrodynamic separator
JP2016123897A (en) * 2014-12-26 2016-07-11 住友重機械エンバイロメント株式会社 Sedimentation sand separation device

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0537390U (en) * 1991-10-29 1993-05-21 トリニテイ工業株式会社 Sludge separation tank
JP2011016131A (en) * 1999-04-15 2011-01-27 Hydro Internatl Plc Hydrodynamic separator
JP2001025606A (en) * 1999-05-11 2001-01-30 Tokyo Tone Kaihatsu Kk Turbid water cleaning system and apparatus
JP4683356B2 (en) * 1999-05-11 2011-05-18 東京利根開発株式会社 Muddy water purification device
JP2003502138A (en) * 1999-06-22 2003-01-21 テルモゼレクト・アクチェンゲゼルシャフト Separation device and method of using the same
JP4684506B2 (en) * 1999-06-22 2011-05-18 テルモゼレクト・アクチェンゲゼルシャフト Separation apparatus and method of using the same
JP2005523153A (en) * 2002-04-25 2005-08-04 エルエーアー ゲゼルシャフト フュア リサイクリング フォン エネルギー ウント アプファル エムベーハー Double selection method and apparatus
JP4794129B2 (en) * 2002-04-25 2011-10-19 ベーテーアー インターナショナル ゲーエムベーハー Method and apparatus for separating and selecting high specific gravity substances
KR20040005553A (en) * 2002-07-08 2004-01-16 가부시키가이샤 고베 세이코쇼 Fireproofing panel and method for manufacturing wall structure having the same
JP2016123897A (en) * 2014-12-26 2016-07-11 住友重機械エンバイロメント株式会社 Sedimentation sand separation device

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