JP2011183253A - Sand sedimentation tank - Google Patents

Sand sedimentation tank Download PDF

Info

Publication number
JP2011183253A
JP2011183253A JP2010048382A JP2010048382A JP2011183253A JP 2011183253 A JP2011183253 A JP 2011183253A JP 2010048382 A JP2010048382 A JP 2010048382A JP 2010048382 A JP2010048382 A JP 2010048382A JP 2011183253 A JP2011183253 A JP 2011183253A
Authority
JP
Japan
Prior art keywords
tank
raw water
lower space
space
impurities
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
JP2010048382A
Other languages
Japanese (ja)
Inventor
Yukihiro Hosoda
幸宏 細田
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.)
Bridgestone Corp
Original Assignee
Bridgestone 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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP2010048382A priority Critical patent/JP2011183253A/en
Publication of JP2011183253A publication Critical patent/JP2011183253A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a sand sedimentation tank capable of removing impurities in raw water regardless of force of inflow of raw water. <P>SOLUTION: The sand sedimentation tank 10 is composed of: a raw water tank 20 in which space 22 in the tank is divided into a tank upper space 22A and a tank lower space 22B with a partition wall 24; a fluid inflow pipe 26 for making raw water flow into the tank lower space 22B; a communicating passage 28 which is installed in the partition wall 24 to make the tank upper space 22A and the tank lower space 22B communicate with each other; a mesh panel 30 which is installed in the communicative passage 28 to regulate passing through of impurities in the raw water; and a fluid discharge passage 32 for making the raw water flow out of the tank upper space 22A. Consequently, this sand sedimentation tank 10 is capable of removing impurities in raw water regardless of the force of inflow of raw water. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、沈砂槽に関する。   The present invention relates to a sand basin.

従来より、井戸水などの原水から砂や不純物(枯れ葉など)を除去する沈砂槽が知られている。この種の沈砂槽は、原水槽と上澄み槽とで構成され、原水槽には原水が流入し、上澄み槽には原水槽に貯留された原水の上澄み部分が流入するようになっている。   Conventionally, a sand settling tank for removing sand and impurities (dead leaves, etc.) from raw water such as well water is known. This type of sand basin is composed of a raw water tank and a supernatant tank. Raw water flows into the raw water tank, and a supernatant portion of the raw water stored in the raw water tank flows into the supernatant tank.

特許文献1では、上流側水路と下流側水路との間に貯留槽を設け、この貯留槽で上流側水路から流入する被処理水中に含まれる砂や浮遊物などの異物を除去している。   In Patent Document 1, a storage tank is provided between the upstream water channel and the downstream water channel, and foreign substances such as sand and floating substances contained in the water to be treated flowing from the upstream water channel in the storage tank are removed.

特開2002−307052号公報JP 2002-307052 A

特許文献1では、上流側水路及び下流側水路が貯留槽の上層へ接続されており、上流側水路から流入した被処理水中に含まれる砂や浮遊物などが貯留槽の下層に沈降し、上澄み部分が下流側水路へ流れ込むようになっている。   In Patent Document 1, the upstream water channel and the downstream water channel are connected to the upper layer of the storage tank, and sand, suspended matters, etc. contained in the water to be treated flowing from the upstream water channel sink to the lower layer of the storage tank, and the supernatant The part flows into the downstream channel.

しかし、上流側水路からの被処理水の流入の勢いによっては、砂や浮遊物などが貯留槽の下層に沈降する前に、被処理水が下流側水路へ流れ込んでしまう虞がある。   However, depending on the momentum of the inflow of the water to be treated from the upstream water channel, the water to be treated may flow into the downstream water channel before the sand or suspended matter settles in the lower layer of the storage tank.

本発明は、上記課題を解決すべく成されたもので、原水流入の勢いによらず、原水内の不純物を除去することが可能な沈砂槽を提供することを課題とする。   The present invention has been made to solve the above-described problems, and an object thereof is to provide a sand settling tank capable of removing impurities in the raw water regardless of the momentum of the raw water inflow.

請求項1の沈砂槽は、仕切部材により槽内空間が槽上部空間及び槽下部空間に仕切られた貯留槽本体と、前記槽下部空間へ原水を流入させる流体流入路と、前記仕切部材に設けられ、前記槽上部空間と前記槽下部空間を連通する連通路と、前記連通路に設けられ、前記原水内の不純物の通り抜けを規制する規制手段と、前記槽上部空間から前記原水を流出させる流体流出路と、を備えている。   The sand settling tank according to claim 1 is provided in the storage tank body in which the space in the tank is partitioned into a tank upper space and a tank lower space by a partition member, a fluid inflow path for allowing raw water to flow into the tank lower space, and the partition member. A communication passage communicating the tank upper space and the tank lower space, a regulating means provided in the communication passage for restricting the passage of impurities in the raw water, and a fluid for causing the raw water to flow out from the tank upper space And an outflow channel.

請求項1の沈砂槽では、流体流入路を通じて原水が槽下部空間へ流入する。例えば、流入した原水内に原水よりも比重の重い不純物(例えば砂など)が含まれている場合、この不純物は自重により槽下部空間内で沈降する。一方、流入した原水内に原水よりも比重の軽い不純物(例えば枯葉など)が含まれている場合、この不純物は規制手段により槽上部空間への通り抜けが規制される。これにより、槽上部空間への不純物の侵入が抑制され、流体流出路からは不純物が除去された原水が流出される。   In the sand settling tank of claim 1, the raw water flows into the tank lower space through the fluid inflow path. For example, if the inflowing raw water contains impurities (for example, sand) whose specific gravity is heavier than that of the raw water, the impurities settle in the tank lower space due to their own weight. On the other hand, when the inflowing raw water contains impurities having a lighter specific gravity than the raw water (for example, dead leaves), the passage of the impurities is restricted by the restricting means. Thereby, intrusion of impurities into the tank upper space is suppressed, and raw water from which impurities are removed flows out from the fluid outflow passage.

ここで、原水が勢いよく槽下部空間に流入した場合、原水よりも比重の軽い不純物は水流により槽下部空間内で舞うが、一部が仕切部材などにぶつかり沈降し、残りが規制手段により槽上部空間への通り抜けが規制される。一方、原水よりも比重の重い不純物は水流により槽下部空間内で舞っても自重により槽下部空間内で沈降する。これにより、原水流入の勢いによらず、原水内の不純物を除去することができる。   Here, when the raw water flows into the lower space of the tank vigorously, impurities with a lighter specific gravity than the raw water will flow in the lower space of the tank due to the water flow, but some will collide with the partitioning member, etc. Passage to the upper space is restricted. On the other hand, impurities having a specific gravity greater than that of raw water will sink in the tank lower space due to its own weight even if it drifts in the tank lower space due to the water flow. Thereby, the impurities in the raw water can be removed regardless of the momentum of the raw water inflow.

請求項2の沈砂槽は、請求項1の沈砂槽において、前記流体流入路の流入口は、前記槽下部空間の一方側に位置し、前記連通路の連通口は、前記槽下部空間の他方側に位置している。   A sand settling tank according to claim 2 is the sand settling tank according to claim 1, wherein the inlet of the fluid inflow path is located on one side of the tank lower space, and the communication port of the communication path is the other side of the tank lower space. Located on the side.

請求項2の沈砂槽では、槽下部空間の一方側に流体流入路の流入口が位置し、槽下部空間の他方側に連通路の連通口が位置していることから、原水が勢いよく槽下部空間に流入しても、原水の勢いは連通路に到達する前に低下し、原水よりも比重が重い不純物は連通路に到達する前に自重により槽下部空間内で沈降する。これにより、原水内の不純物を効果的に除去することができる。   In the sand settling tank according to claim 2, since the inlet of the fluid inflow passage is located on one side of the tank lower space and the communication port of the communication path is located on the other side of the tank lower space, Even if it flows into the lower space, the momentum of the raw water decreases before reaching the communication passage, and impurities having a specific gravity higher than that of the raw water settle in the tank lower space by its own weight before reaching the communication passage. Thereby, impurities in the raw water can be effectively removed.

請求項3の沈砂槽は、請求項1又は請求項2の沈砂槽において、前記仕切部材は、前記槽下部空間へ突出する突出部を備える。   A sand sunk tank according to a third aspect is the sand sunk tank according to the first or second aspect, wherein the partition member includes a projecting portion projecting into the tank lower space.

請求項3の沈砂槽では、仕切部材が槽下部空間へ突出する突出部を備えていることから、槽下部空間に勢いよく流入した原水の流れが突出部により乱される。これにより、原水の勢いは連通路に到達する前に低下し、原水よりも比重が重い不純物は連通路に到達する前に自重により槽下部空間内で沈降する。これにより、原水内の不純物を効果的に除去することができる。   In the sand settling tank according to claim 3, since the partition member includes the protruding portion protruding into the tank lower space, the flow of raw water that has flowed into the tank lower space vigorously is disturbed by the protruding portion. As a result, the momentum of the raw water decreases before reaching the communication path, and impurities having a specific gravity higher than that of the raw water settle in the tank lower space by its own weight before reaching the communication path. Thereby, impurities in the raw water can be effectively removed.

請求項4の沈砂槽は、請求項1〜請求項3のいずれか1項の沈砂槽において、前記流体流入路の流入口は、下方を向いている。   The sand settling tank according to claim 4 is the sand settling tank according to any one of claims 1 to 3, wherein an inlet of the fluid inflow passage faces downward.

請求項4の沈砂槽では、流体流入路の流入口が下方を向いていることから、槽下部空間に勢いよく流入した原水は、槽下部空間を構成する貯留槽本体の底面へぶつかり、勢いが低下する。これにより、原水よりも比重が重い不純物が連通路に到達する前に自重により槽下部空間内で沈降し、原水内の不純物が効果的に除去される。   In the sand settling tank according to claim 4, since the inflow port of the fluid inflow path faces downward, the raw water that has flowed into the tank lower space vigorously hits the bottom surface of the storage tank main body constituting the tank lower space. descend. As a result, impurities having a higher specific gravity than the raw water settle in the tank lower space by their own weight before reaching the communication path, and the impurities in the raw water are effectively removed.

請求項5の沈砂槽は、請求項1〜請求項4のいずれか1項の沈砂槽において、前記貯留槽本体に隣接して上澄み槽が設けられ、前記上澄み槽は、前記流体流出路により前記槽上部空間と連通している。   The sand settling tank according to claim 5 is the sand settling tank according to any one of claims 1 to 4, wherein a supernatant tank is provided adjacent to the storage tank main body, and the supernatant tank is formed by the fluid outflow path. It communicates with the tank upper space.

請求項5の沈砂槽では、貯留槽本体に隣接する上澄み槽へ槽上部空間内の不純物が除去された原水が流体流出路を通じて流出される。これにより、上澄み槽には、不純物が除去された原水が貯溜される。   In the sand settling tank of the fifth aspect, the raw water from which impurities in the tank upper space are removed flows out to the supernatant tank adjacent to the storage tank main body through the fluid outflow passage. Thereby, the raw water from which impurities have been removed is stored in the supernatant tank.

請求項6の沈砂槽は、請求項1〜請求項5のいずれか1項の沈砂槽において、前記規制手段は、メッシュ状、又は、複数の貫通孔が形成された板部材により構成されている。   The sand settling tank according to claim 6 is the sand settling tank according to any one of claims 1 to 5, wherein the regulating means is configured by a mesh or a plate member in which a plurality of through holes are formed. .

請求項6の沈砂槽では、規制手段をメッシュ状、又は、複数の貫通孔が形成された板部材により構成していることから、簡単な構成で、原水内の不純物を除去することができる。   In the sand settling tank of claim 6, since the restricting means is constituted by a mesh or a plate member in which a plurality of through holes are formed, impurities in the raw water can be removed with a simple configuration.

以上説明したように、本発明の沈砂槽は、原水流入の勢いによらず、原水内の不純物を除去することができる。   As described above, the sand settling tank of the present invention can remove impurities in the raw water regardless of the momentum of the raw water inflow.

第1実施形態の沈砂槽の斜視図である。It is a perspective view of the sand settling tank of a 1st embodiment. 第1実施形態の沈砂槽の一部破断斜視図である。It is a partially broken perspective view of the sand settling tank of a 1st embodiment. 第1実施形態の沈砂槽の原水槽の一部破断斜視図である。It is a partially broken perspective view of the raw | natural water tank of the sand settling tank of 1st Embodiment. 図3のA−A線断面図である。FIG. 4 is a sectional view taken along line AA in FIG. 図4のB部拡大断面図である。It is the B section expanded sectional view of Drawing 4. その他の実施形態の穴あきパネルを示す正面図である。It is a front view which shows the perforated panel of other embodiment. その他の実施形態の連通路及び板部材を示す正面図である。It is a front view which shows the communicating path and plate member of other embodiment.

[第1実施形態]
以下、本発明の沈砂槽の第1実施形態について、図面を参照しながら説明する。
[First Embodiment]
Hereinafter, 1st Embodiment of the sand settling tank of this invention is described, referring drawings.

図1に示すように、沈砂槽10は、複数の矩形状のパネルを連結して構成されている。図2に示すように、沈砂槽10は、原水槽20と、この原水槽20に隣接する上澄み槽40と、を備えている。この原水槽20と上澄み槽40との間には仕切壁12が配置されている。なお、原水槽20は、貯留槽本体の一例である。   As shown in FIG. 1, the sand settling tank 10 is configured by connecting a plurality of rectangular panels. As shown in FIG. 2, the sand settling tank 10 includes a raw water tank 20 and a supernatant tank 40 adjacent to the raw water tank 20. A partition wall 12 is disposed between the raw water tank 20 and the supernatant tank 40. The raw water tank 20 is an example of a storage tank main body.

図2及び図3に示すように、原水槽20は、槽内空間22が仕切壁24により槽上部空間22A及び槽下部空間22Bに仕切られている。仕切壁24は、原水槽20の内壁面に取り付けられた複数の仕切壁パネル25により構成されている。   As shown in FIGS. 2 and 3, the raw water tank 20 has a tank inner space 22 partitioned by a partition wall 24 into a tank upper space 22 </ b> A and a tank lower space 22 </ b> B. The partition wall 24 includes a plurality of partition wall panels 25 attached to the inner wall surface of the raw water tank 20.

図3及び図4に示すように、原水槽20には、一端が図示しない井戸水(原水)を汲み上げる装置に接続され、他端(流入口26A)が槽下部空間22B内に位置する流体流入配管26が取り付けられている。この流体流入配管26は、原水槽20の槽上部空間22A側の槽壁を貫通し、槽下部空間22Bへ向かって延びて仕切壁24を貫通している。また、流体流入配管26の流入口26Aは下方を向いている。なお、汲み上げ装置により汲み上げられた原水は、流体流入配管26を通じて槽下部空間22B内へ流入する。   As shown in FIGS. 3 and 4, the raw water tank 20 is connected to a device for pumping up well water (raw water) (not shown), and the other end (inlet 26A) is located in the tank lower space 22B. 26 is attached. The fluid inflow pipe 26 passes through the tank wall on the tank upper space 22A side of the raw water tank 20, extends toward the tank lower space 22B, and passes through the partition wall 24. The inlet 26A of the fluid inflow pipe 26 faces downward. The raw water pumped up by the pumping device flows into the tank lower space 22B through the fluid inflow pipe 26.

図5に示すように、仕切壁24には、槽上部空間22A及び槽下部空間22Bを連通する連通路28が設けられている。なお、本実施形態の連通路28は、原水槽20の内壁面と仕切壁パネル25の端面とで構成された隙間である。   As shown in FIG. 5, the partition wall 24 is provided with a communication path 28 that connects the tank upper space 22 </ b> A and the tank lower space 22 </ b> B. In addition, the communication path 28 of this embodiment is a clearance formed by the inner wall surface of the raw water tank 20 and the end surface of the partition wall panel 25.

図4及び図5に示すように、流体流入配管26の流入口26Aは槽下部空間22Bの一方側に位置し、連通路28の連通口28Aは槽下部空間22Bの他方側に位置している。すなわち、流入口26Aと連通口28Aは離間している。   As shown in FIGS. 4 and 5, the inlet 26A of the fluid inflow pipe 26 is located on one side of the tank lower space 22B, and the communication port 28A of the communication path 28 is located on the other side of the tank lower space 22B. . That is, the inflow port 26A and the communication port 28A are separated from each other.

図4及び図5に示すように、連通路28には、原水内の不純物(例えば枯葉など)の通り抜けを規制する規制手段の一例としてのメッシュパネル30が設けられている。このメッシュパネル30は、枠体の内側に金属製(例えば、ステンレス製)のメッシュを配置して構成されている。   As shown in FIGS. 4 and 5, the communication path 28 is provided with a mesh panel 30 as an example of a regulating means for regulating the passage of impurities (for example, dead leaves) in the raw water. The mesh panel 30 is configured by arranging a metal (for example, stainless steel) mesh inside the frame.

図2及び図3に示すように、仕切壁12の槽上部空間22A側には、槽上部空間22Aと上澄み槽40とを連通する流体流出路32が設けられている。この流体流出路32は、槽上部空間22Aの原水を上澄み槽40へ流出(越流)させるものであり、本実施形態では、仕切壁12に形成された貫通穴である。なお、流体流出路32は、槽上部空間22Aと上澄み槽40とを連通することができればどのようなものでもよく、例えば、仕切壁12と沈砂槽10の天井板との間に設けた隙間でもよい。   As shown in FIGS. 2 and 3, a fluid outflow passage 32 that communicates the tank upper space 22 </ b> A and the supernatant tank 40 is provided on the tank upper space 22 </ b> A side of the partition wall 12. The fluid outflow path 32 is for allowing the raw water in the tank upper space 22A to flow out (overflow) into the supernatant tank 40, and in the present embodiment, is a through hole formed in the partition wall 12. Note that the fluid outflow path 32 may be anything as long as the tank upper space 22 </ b> A and the supernatant tank 40 can communicate with each other, for example, a gap provided between the partition wall 12 and the ceiling plate of the sand settling tank 10. Good.

図3及び図4に示すように、原水槽20の底板34は、複数の底板パネル35により構成されている。この底板パネル35は、端部から中央部へ向かって徐々に槽下部空間22Bへ突出する突出部35Aを備えている。なお、図4では突出部35Aは、上方へ突出している。   As shown in FIGS. 3 and 4, the bottom plate 34 of the raw water tank 20 is composed of a plurality of bottom plate panels 35. The bottom plate panel 35 includes a protruding portion 35A that gradually protrudes from the end portion toward the central portion toward the tank lower space 22B. In FIG. 4, the protruding portion 35A protrudes upward.

また、仕切壁パネル25は、底板パネル35に対向して配置され、端部から中央部へ向かって徐々に槽下部空間22Bへ突出する突出部25Aを備えている。なお、図4では突出部35Aは、下方へ突出している。
なお、本実施形態では、底板パネル35と仕切壁パネル25とを同一形状としている。このため、底板パネル35の突出部35Aに対して仕切壁パネル25の突出部25Aが対向している。
Moreover, the partition wall panel 25 is arrange | positioned facing the baseplate panel 35, and is provided with protrusion part 25A which protrudes gradually from the edge part toward the tank lower part space 22B toward the center part. In FIG. 4, the protruding portion 35A protrudes downward.
In the present embodiment, the bottom plate panel 35 and the partition wall panel 25 have the same shape. For this reason, the protruding portion 25 </ b> A of the partition wall panel 25 faces the protruding portion 35 </ b> A of the bottom plate panel 35.

図4に示すように、メッシュパネル30に対向する底板パネル35には、原水槽20から原水を排出するための排出管36が接続されている。この排出管36は、原水槽20から原水を排出するときに、図示しないバルブを開放して原水を外部へと排出することができるようになっている。   As shown in FIG. 4, a discharge pipe 36 for discharging raw water from the raw water tank 20 is connected to the bottom plate panel 35 facing the mesh panel 30. When the raw water is discharged from the raw water tank 20, the discharge pipe 36 is configured to open a valve (not shown) and discharge the raw water to the outside.

次に第1実施形態の沈砂槽10の作用効果について説明する。
沈砂槽10では、流体流入配管26を通じて原水が槽下部空間22Bへ流入する。ここで、流入した原水内に原水よりも比重の重い不純物(例えば砂など)が含まれている場合、この不純物は自重により槽下部空間22B内で沈降する。一方、流入した原水内に原水よりも比重の軽い不純物(例えば枯葉など)が含まれている場合、この不純物はメッシュパネル30により槽上部空間22Aへの通り抜けが規制される。これにより、槽上部空間22Aへの不純物の侵入が抑制され、流体流出路32からは不純物が除去された原水の上澄み部分が上澄み槽40へ流出される。
Next, the effect of the sand settling tank 10 of 1st Embodiment is demonstrated.
In the sand settling tank 10, the raw water flows into the tank lower space 22B through the fluid inflow pipe 26. Here, when the inflowing raw water contains impurities having a specific gravity higher than that of the raw water (such as sand), the impurities settle in the tank lower space 22B due to their own weight. On the other hand, when the inflowing raw water contains impurities having a lighter specific gravity than the raw water (for example, dead leaves), the impurities are restricted from passing through the tank upper space 22A by the mesh panel 30. As a result, the intrusion of impurities into the tank upper space 22A is suppressed, and the supernatant portion of the raw water from which impurities have been removed flows out from the fluid outflow passage 32 to the supernatant tank 40.

また、原水が勢いよく槽下部空間22Bに流入した場合、原水よりも比重の軽い不純物は水流により槽下部空間22B内で舞うが、一部が槽下部空間22Bを構成する壁面(仕切壁24、底板34、原水槽20の内壁面)にぶつかり沈降し、残りがメッシュパネル30により槽上部空間22Aへの通り抜けが規制される。一方、原水よりも比重の重い不純物は水流により槽下部空間22B内で舞っても自重により槽下部空間22B内で沈降する。これにより、原水流入の勢いによらず、原水内の不純物を除去することができる。結果、流体流出路32からは不純物が除去された原水の上澄み部分が上澄み槽40へ流出される。   Moreover, when raw water flows into the tank lower space 22B vigorously, impurities having a lighter specific gravity than the raw water will flow in the tank lower space 22B due to the water flow, but part of the walls (partition walls 24, 24) constituting the tank lower space 22B. The bottom plate 34 and the inner wall surface of the raw water tank 20 collide with each other, and the remainder is restricted by the mesh panel 30 from passing into the tank upper space 22A. On the other hand, impurities having a specific gravity greater than that of the raw water settle in the tank lower space 22B due to their own weight even if they drift in the tank lower space 22B due to the water flow. Thereby, the impurities in the raw water can be removed regardless of the momentum of the raw water inflow. As a result, the supernatant portion of the raw water from which impurities have been removed flows out from the fluid outflow passage 32 to the supernatant tank 40.

また、槽下部空間22Bの一方側に流体流入配管26の流入口26Aが位置し、槽下部空間22Bの他方側に連通路28の連通口28Aが位置していることから、原水が勢いよく槽下部空間22Bに流入しても、連通路28到達前に原水の勢いを低下させることができる。   In addition, since the inlet 26A of the fluid inflow pipe 26 is positioned on one side of the tank lower space 22B and the communication port 28A of the communication path 28 is positioned on the other side of the tank lower space 22B, the raw water is vigorously stored in the tank. Even if it flows into the lower space 22 </ b> B, the momentum of the raw water can be reduced before reaching the communication path 28.

さらに、仕切壁パネル25が槽下部空間22Bへ突出する突出部25Aを備えていることから、槽下部空間22Bに勢いよく流入した原水の流れが突出部25Aにより乱される。これにより、連通路28到達前に原水の勢いを低下させることができる。
特に、本実施形態では、底板パネル35が槽下部空間22Bへ突出する突出部35Aを備え、且つ、仕切壁パネル25の突出部25Aと底板パネル35の突出部35Aとが互いに対向していることから、槽下部空間22Bに勢いよく流入した原水の流れをより効果的に乱して、原水の勢いを低下させることができる。なお、不純物は隣接する底板パネル35間の突出部35Aよりも高さが低い部分に沈殿する。
Furthermore, since the partition wall panel 25 includes a protruding portion 25A that protrudes into the tank lower space 22B, the flow of raw water that has flowed into the tank lower space 22B is disturbed by the protruding portion 25A. As a result, the momentum of the raw water can be reduced before reaching the communication path 28.
In particular, in the present embodiment, the bottom plate panel 35 includes a protruding portion 35A that protrudes into the tank lower space 22B, and the protruding portion 25A of the partition wall panel 25 and the protruding portion 35A of the bottom plate panel 35 face each other. Therefore, the flow of the raw water that has flowed into the tank lower space 22 </ b> B can be disturbed more effectively, and the momentum of the raw water can be reduced. The impurities are precipitated in a portion having a height lower than that of the protruding portion 35A between the adjacent bottom plate panels 35.

そして、流体流入配管26の流入口26Aが下方を向いていることから、槽下部空間22Bに勢いよく流入した原水は、底板34へぶつかり、勢いが低下する。   And since the inflow port 26A of the fluid inflow piping 26 has faced the downward direction, the raw | natural water which flowed into the tank lower space 22B hits the bottom board 34, and a momentum falls.

以上のことから、槽下部空間22Bに勢いよく流入した原水の勢いが低下することにより、原水よりも比重が重い不純物及び原水よりも比重が軽い不純物の一部は連通路28に到達する前に自重により槽下部空間22B内で沈降する。結果、原水内の不純物を効果的に除去することができる。   From the above, the momentum of the raw water that has flowed into the tank lower space 22 </ b> B decreases, so that impurities having a higher specific gravity than the raw water and some of the impurities having a lower specific gravity than the raw water reach the communication path 28. It sinks in the tank lower space 22B by its own weight. As a result, impurities in the raw water can be effectively removed.

また、連通路28にメッシュパネル30を設けるという簡単な構成で、原水よりも比重が軽い不純物の槽上部空間22Aへの通り抜けを規制することができる。   In addition, with a simple configuration in which the mesh panel 30 is provided in the communication path 28, it is possible to regulate the passage of impurities having a lighter specific gravity than the raw water to the tank upper space 22A.

[その他の実施形態]
第1実施形態では、規制手段の一例として、連通路28にメッシュパネル30を設ける構成としているが、本発明はこの構成に限定されず、原水内の不純物の通り抜けを規制することができればいずれのものを連通路28に設けてもよく、例えば、図6に示す複数の貫通孔38Aが形成された穴あきパネル38を連通路28に設ける構成としてもよい。
[Other Embodiments]
In 1st Embodiment, it is set as the structure which provides the mesh panel 30 in the communicating path 28 as an example of a control means, However, This invention is not limited to this structure, If any passage of the impurity in raw | natural water can be controlled, any For example, a perforated panel 38 having a plurality of through holes 38A shown in FIG. 6 may be provided in the communication path 28.

上述の実施形態では、仕切壁パネル25の端面と原水槽20の内壁面とで連通路28を構成しているが、本発明はこの構成に限定されず、図7に示すように、仕切壁24を仕切壁パネル25と1枚の仕切壁パネル50で構成して、この仕切壁パネル50に開口部を形成して連通路52とする構成としてもよい。なお、この連通路52には、規制手段の一例としてのメッシュ状の板部材54が設けられている。   In the above-described embodiment, the communication path 28 is configured by the end surface of the partition wall panel 25 and the inner wall surface of the raw water tank 20, but the present invention is not limited to this configuration, and as shown in FIG. 24 may be constituted by a partition wall panel 25 and one partition wall panel 50, and an opening may be formed in the partition wall panel 50 to form the communication path 52. The communication passage 52 is provided with a mesh-like plate member 54 as an example of a restricting means.

また、上述の実施形態では、仕切壁パネル25に端部から中央部へ向かって徐々に槽下部空間22Bへ突出する突出部25Aを設けているが、本発明はこの構成に限定されず、原水の流入時の勢いを、流れを乱して低下させることができれば、仕切壁パネル25に設ける突出部はどのような形状でも構わない。   In the above-described embodiment, the partition wall panel 25 is provided with the protruding portion 25A that gradually protrudes from the end portion toward the central portion toward the tank lower space 22B. However, the present invention is not limited to this configuration, and raw water The protrusion provided on the partition wall panel 25 may have any shape as long as the momentum during inflow can be reduced by disturbing the flow.

さらに、上述の実施形態では、不純物が除去された原水を上澄み槽40へ流体流出路32を通して流出させる構成としているが、本発明はこの構成に限定されず、上澄み槽を設けずに、流体流出路32を直接沈砂槽10の下流側の配管に接続する構成としてもよい。   Furthermore, in the above-described embodiment, the raw water from which impurities are removed is configured to flow out to the supernatant tank 40 through the fluid outflow passage 32. However, the present invention is not limited to this structure, and the fluid outflow is not provided without providing the supernatant tank. It is good also as a structure which connects the path | route 32 to piping of the downstream of the sand settling tank 10 directly.

なお、上述の実施形態の沈砂槽10は、原水内の不純物を除去する用途に用いているが、原水以外の流体(例えば、排水など)から不純物(流体よりも比重が重い不純物及び比重が軽い不純物)を除去することももちろん可能である。   In addition, although the sand settling tank 10 of the above-mentioned embodiment is used for the use which removes the impurities in raw | natural water, impurities (an impurity with a higher specific gravity than a fluid and a specific gravity are lighter) from fluids (for example, drainage etc.) other than raw | natural water. It is of course possible to remove (impurities).

以上、実施形態を挙げて本発明の実施の形態を説明したが、これらの実施形態は一例であり、要旨を逸脱しない範囲内で種々変更して実施できる。また、本発明の権利範囲がこれらの実施形態に限定されないことは言うまでもない。   The embodiments of the present invention have been described above with reference to the embodiments. However, these embodiments are merely examples, and various modifications can be made without departing from the scope of the invention. It goes without saying that the scope of rights of the present invention is not limited to these embodiments.

10 沈砂槽
20 原水槽(貯留槽)
22 槽内空間
22A 槽上部空間
22B 槽下部空間
24 仕切壁(仕切部材)
25A 突出部
26 流体流入配管(流体流入路)
26A 流入口
28 連通路
28A 連通口
30 メッシュパネル(板部材(規制手段))
32 流体流出路
38 穴あきパネル(板部材(規制手段))
40 上澄み槽
52 連通路
54 板部材
10 Sand settling tank 20 Raw water tank (storage tank)
22 space inside the tank 22A space above the tank 22B space below the tank 24 partition wall (partition member)
25A Protruding portion 26 Fluid inflow piping (fluid inflow passage)
26A Inflow port 28 Communication path 28A Communication port 30 Mesh panel (plate member (regulating means))
32 Fluid outflow path 38 Perforated panel (plate member (regulation means))
40 Supernatant tank 52 Communication path 54 Plate member

Claims (6)

仕切部材により槽内空間が槽上部空間及び槽下部空間に仕切られた貯留槽本体と、
前記槽下部空間へ原水を流入させる流体流入路と、
前記仕切部材に設けられ、前記槽上部空間と前記槽下部空間を連通する連通路と、
前記連通路に設けられ、前記原水内の不純物の通り抜けを規制する規制手段と、
前記槽上部空間から前記原水を流出させる流体流出路と、
備える沈砂槽。
A storage tank body in which the space in the tank is partitioned into a tank upper space and a tank lower space by a partition member;
A fluid inflow path through which raw water flows into the tank lower space;
A communication path provided in the partition member and communicating the tank upper space and the tank lower space;
A regulating means provided in the communication path and regulating the passage of impurities in the raw water;
A fluid outflow path for allowing the raw water to flow out of the tank upper space;
A settling tank.
前記流体流入路の流入口は、前記槽下部空間の一方側に位置し、
前記連通路の連通口は、前記槽下部空間の他方側に位置している請求項1に記載の沈砂槽。
The inflow port of the fluid inflow path is located on one side of the tank lower space,
The communication port of the said communicating path is a sand settling tank of Claim 1 located in the other side of the said tank lower space.
前記仕切部材は、前記槽下部空間へ突出する突出部を備える請求項1又は請求項2に記載に沈砂槽。   The said partition member is a sand settling tank as described in Claim 1 or Claim 2 provided with the protrusion part which protrudes in the said tank lower space. 前記流体流入路の流入口は、下方を向いている請求項1〜請求項3のいずれか1項に記載の沈砂槽。   The sand settling tank according to any one of claims 1 to 3, wherein an inlet of the fluid inflow path faces downward. 前記貯留槽本体に隣接して上澄み槽が設けられ、
前記上澄み槽は、前記流体流出路により前記槽上部空間と連通している請求項1〜4のいずれか1項に記載の沈砂槽。
A supernatant tank is provided adjacent to the storage tank body,
The said supernatant tank is a sand settling tank of any one of Claims 1-4 connected with the said tank upper space by the said fluid outflow path.
前記規制手段は、メッシュ状、又は、複数の貫通孔が形成された板部材により構成されている請求項1〜請求項5のいずれか1項に記載の沈砂槽。

6. The sand settling tank according to any one of claims 1 to 5, wherein the restricting means is configured by a mesh member or a plate member in which a plurality of through holes are formed.

JP2010048382A 2010-03-04 2010-03-04 Sand sedimentation tank Pending JP2011183253A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010048382A JP2011183253A (en) 2010-03-04 2010-03-04 Sand sedimentation tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010048382A JP2011183253A (en) 2010-03-04 2010-03-04 Sand sedimentation tank

Publications (1)

Publication Number Publication Date
JP2011183253A true JP2011183253A (en) 2011-09-22

Family

ID=44790184

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010048382A Pending JP2011183253A (en) 2010-03-04 2010-03-04 Sand sedimentation tank

Country Status (1)

Country Link
JP (1) JP2011183253A (en)

Similar Documents

Publication Publication Date Title
US9187890B2 (en) Separator and separation method
US7892425B2 (en) Stormwater plug flow separation system
RU2716120C2 (en) Separator for fluid medium obtained from oil well and separation device containing it
US20160083951A1 (en) Overflow chamber for emission of rainwater and soil
CN104060656B (en) A kind of multilayer water seal device, multilayer water encapsulation method
JP4797205B2 (en) Drain trap
JP2011183253A (en) Sand sedimentation tank
NZ771539A (en) Hydrodynamic separator
KR102173185B1 (en) high-rate plate settler module
JP7429635B2 (en) siphon drainage system
JP5336260B2 (en) Siphon drainage storage tank and siphon drainage system
CN207667208U (en) A kind of vertical sedimentation basin that can promote settling efficiency
JP2013083058A (en) Drain trap
JP7429634B2 (en) siphon drainage system
KR101365028B1 (en) Apparatus and method for distributing gas and liquid during backwash in filter underdrain flumes using dual separation
JP6346798B2 (en) Oil-water separator
US11229857B2 (en) Separation apparatus
JP2004143808A (en) Energy dissipator
JP2015208709A (en) Vertical sand sedimentation pond
JP7102929B2 (en) Drainer
CN204080978U (en) A kind of multilayer water seal device
JP6674743B2 (en) Seal pit for drainage
KR200225775Y1 (en) the intake tower has law of soil and sand or algar
CN212440153U (en) Structure of water tank dedicated for oil-water separation
JP4916429B2 (en) Air mixing suppression device