JP2019019535A - Water storage facility and circulation filtering method of water storage facility - Google Patents

Water storage facility and circulation filtering method of water storage facility Download PDF

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JP2019019535A
JP2019019535A JP2017138322A JP2017138322A JP2019019535A JP 2019019535 A JP2019019535 A JP 2019019535A JP 2017138322 A JP2017138322 A JP 2017138322A JP 2017138322 A JP2017138322 A JP 2017138322A JP 2019019535 A JP2019019535 A JP 2019019535A
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water storage
drainage
storage facility
water
drain pipe
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JP6528021B2 (en
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喜一 天野
Kiichi Amano
喜一 天野
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Abstract

To prevent a suction accident of human to inlet port of water storage facility.SOLUTION: The water storage facility includes a compound gauge 10 for measuring the coupled pressure inside the drain pipe 62 connected to the inlet 61a of the water tank, and when the gauge pressure is a negative pressure equal to or higher than the threshold value, the driving of the circulation pump 71 which is connected to the drain pipe 62 is stopped. The water storage facility is, for example, a recycling pool or a bathtub, and when a part of a human body comes in contact and is sucked with the inlet port provided on the inner wall surface or the bottom surface of the water storage facility, the water suction pressure applied to the body is eliminated or reduced.SELECTED DRAWING: Figure 1

Description

本発明は、プールや浴槽等の貯水設備及び貯水設備の循環濾過方法に関する。   The present invention relates to a water storage facility such as a pool and a bathtub, and a circulating filtration method for the water storage facility.

循環型プール等の貯水設備の内壁面や底面に設けられた取入口(循環水配管端部)に、人間の身体が吸い付いたことによる死亡事故が報告されている。身体の一部分が接触して吸い付いた場合に、身体にかかる吸水圧を低下させる技術としては、取入口の蓋の通水孔が形成された領域を湾曲させる技術が知られている(特許文献1参照。)。しかしながら、特許文献1の取入口の蓋を、プールの内壁面に取り付けたり取り外したりする場合、蓋の形状の大部分が湾曲しているため、蓋を手でしっかりと掴んで支持することが困難となり、作業負担が大きいという問題がある。   There have been reports of fatal accidents due to human bodies sucking into intakes (ends of circulating water piping) provided on the inner wall and bottom of water storage facilities such as a circulating pool. As a technique for reducing the water absorption pressure applied to a body when a part of the body comes into contact with the body, a technique for bending a region where a water passage hole of an intake lid is formed is known (Patent Literature). 1). However, when the lid of the intake port of Patent Document 1 is attached to or removed from the inner wall surface of the pool, it is difficult to support the lid by firmly grasping the lid by hand because most of the shape of the lid is curved. Therefore, there is a problem that the work burden is large.

特開2011−1726号公報Japanese Unexamined Patent Publication No. 2011-1726

本発明は上記の問題に着目して為されたものであって、取入口(循環水配管端部)への人間の身体の吸い付き事故を抑制できる貯水設備及びその循環濾過方法(稼働方法)を提供することを目的とする。   The present invention has been made paying attention to the above-mentioned problem, and is a water storage facility capable of suppressing a human body suction accident to the intake (circumferential water piping end) and its circulation filtration method (operation method). The purpose is to provide.

上記目的を達成するために、本発明の第1の態様は、(a)貯水槽と、(b)この貯水槽の内壁面に設けられた取入口に一方の端部を接続した排水配管と、(c)この排水配管の他方の端部に接続され、排水配管を介して、貯水槽中の水を排水し、循環濾過する循環ポンプと、(d)排水配管内の連成圧を測定する連成計と、(e)この連成計が測定した連成圧が閾値以上の負圧のとき、循環ポンプの駆動を停止する制御装置を備える貯水設備であることを要旨とする。   In order to achieve the above object, the first aspect of the present invention includes: (a) a water storage tank; and (b) a drain pipe having one end connected to an intake port provided on the inner wall surface of the water storage tank. , (C) a circulation pump connected to the other end of this drainage pipe, draining the water in the water tank through the drainage pipe and circulatingly filtering it, and (d) measuring the combined pressure in the drainage pipe The gist of the present invention is a water storage facility equipped with a control device that stops the driving of the circulation pump when the compound pressure measured by the compound meter is a negative pressure equal to or greater than a threshold value.

本発明の第2の態様は、(a)貯水槽と、(b)この貯水槽の内壁面に設けられた第1の排水開口部に一方の端部を接続した第1排水配管と、(c)貯水槽の内壁面に設けられた第2の排水開口部に一方の端部を接続し、第1排水配管の他方の端部に他方の端部を接続した第2排水配管と、(d)第1排水配管と第2排水配管の接続箇所に一方の端部を接続した共通排水配管と、(e)この共通排水配管の他方の端部に接続され、第1排水配管、第2排水配管及び共通排水配管を介して、貯水槽中の水を排水し、循環濾過する循環ポンプと、(f)第1排水配管に設けられ、第1排水配管を流れる排水の移動を制御する第1電磁バルブと、(g)第2排水配管に設けられ、第2排水配管を流れる排水の移動を制御する第2電磁バルブと、(h)第1電磁バルブと第2電磁バルブとを一定周期で相補的に開閉する制御を行う制御装置を備える貯水設備であることを要旨とする。   The second aspect of the present invention includes: (a) a water storage tank; (b) a first drainage pipe having one end connected to a first drainage opening provided on the inner wall surface of the water storage tank; c) a second drainage pipe having one end connected to a second drainage opening provided on the inner wall surface of the water storage tank and the other end connected to the other end of the first drainage pipe; d) a common drain pipe with one end connected to the connection point of the first drain pipe and the second drain pipe, and (e) a first drain pipe, a second drain connected to the other end of the common drain pipe. A circulation pump that drains and circulates and filters the water in the water storage tank through the drainage pipe and the common drainage pipe, and (f) a first that is provided in the first drainage pipe and controls movement of drainage flowing through the first drainage pipe. 1 electromagnetic valve; (g) a second electromagnetic valve provided in the second drainage pipe for controlling the movement of the drainage flowing through the second drainage pipe; and (h) the first electromagnetic valve and the second electromagnetic valve. And summarized in that a water storage facility comprising a controller for a complementary control to open and close at a predetermined period.

本発明の第3の態様は、貯水槽と循環ポンプの間の排水配管内の連成圧が閾値以上の負圧であることを検出したとき、排水配管に接続された循環ポンプの駆動を自動停止する貯水設備の循環濾過方法であることを要旨とする。   The third aspect of the present invention automatically drives the circulation pump connected to the drainage pipe when it detects that the coupled pressure in the drainage pipe between the water storage tank and the circulation pump is a negative pressure equal to or higher than a threshold value. The gist is that it is a circulating filtration method for a water storage facility to be stopped.

本発明の第4の態様は、貯水設備に2系統の排水配管を設けて、2系統の排水配管による排水を相補的に交互駆動する貯水設備の循環濾過方法であることを要旨とする。   The gist of the fourth aspect of the present invention is a circulation filtration method for a water storage facility in which two drainage pipes are provided in the water storage facility, and the drainage by the two drainage pipings are alternately and alternately driven.

本発明に係る貯水設備によれば、取入口(循環水配管端部)への人間の身体の吸い付き事故を抑制できる。   According to the water storage facility according to the present invention, it is possible to suppress an accident that the human body is sucked into the intake port (circulated water piping end).

第1の実施の形態に係る貯水設備を、一部を断面して模式的に説明するブロック図である。It is a block diagram which illustrates a part of the water storage facility according to the first embodiment in cross section. 第1の実施の形態に係る貯水設備を用いた排水方法を説明するフローチャートである。It is a flowchart explaining the drainage method using the water storage equipment which concerns on 1st Embodiment. 第1の実施の形態の第1変形例に係る貯水設備を模式的に説明する断面図である。It is sectional drawing which illustrates typically the water storage installation which concerns on the 1st modification of 1st Embodiment. 第1の実施の形態の第2変形例に係る貯水設備を模式的に説明する断面図である。It is sectional drawing which illustrates typically the water storage installation which concerns on the 2nd modification of 1st Embodiment. 第2の実施の形態に係る貯水設備を上面から見て模式的に説明するブロック図である。It is a block diagram which illustrates typically the water storage equipment which concerns on 2nd Embodiment seeing from an upper surface.

次に、図面を参照して、本発明の第1及び第2の実施の形態を説明する。以下の図面の記載において、同一又は類似の部分には同一又は類似の符号を付している。但し、図面は模式的なものであり、厚みと平面寸法との関係、各層の厚みの比率等は現実のものとは異なることに留意すべきである。したがって、具体的な厚みや寸法は以下の説明を参酌して判断すべきものである。又、図面相互間においても互いの寸法の関係や比率が異なる部分が含まれていることは勿論である。また図面相互間において同一又は類似の符号を付した部材は、互いに等価な構造であり、それぞれの部材を説明する際、重複する箇所の説明は適宜省略する。   Next, first and second embodiments of the present invention will be described with reference to the drawings. In the following description of the drawings, the same or similar parts are denoted by the same or similar reference numerals. However, it should be noted that the drawings are schematic, and the relationship between the thickness and the planar dimensions, the ratio of the thickness of each layer, and the like are different from the actual ones. Therefore, specific thicknesses and dimensions should be determined in consideration of the following description. Moreover, it is a matter of course that portions having different dimensional relationships and ratios are included between the drawings. In addition, members denoted by the same or similar reference numerals in the drawings have an equivalent structure, and description of overlapping portions will be omitted as appropriate when each member is described.

また以下に示す第1及び第2の実施の形態は、本発明の技術的思想を具体化するための装置や方法を例示するものであって、本発明の技術的思想は、構成部品の材質、形状、構造、配置等を下記のものに特定するものではない。本発明の技術的思想は、特許請求の範囲に記載された請求項が規定する技術的範囲内において、種々の変更を加えることができる。更に、以下の説明における「左右」や「上下」の方向は、単に説明の便宜上の定義であって、本発明の技術的思想を限定するものではない。よって、例えば、紙面を90°回転すれば「左右」と「上下」とは交換して読まれ、紙面を180°回転すれば「左」が「右」に、「右」が「左」になることは勿論である。   Further, the following first and second embodiments exemplify apparatuses and methods for embodying the technical idea of the present invention, and the technical idea of the present invention is a material of a component. The shape, structure, arrangement, etc. are not specified as follows. The technical idea of the present invention can be variously modified within the technical scope defined by the claims described in the claims. Furthermore, the directions of “left and right” and “up and down” in the following description are merely definitions for convenience of description, and do not limit the technical idea of the present invention. Thus, for example, if the paper surface is rotated 90 °, “left and right” and “upper and lower” are read interchangeably, and if the paper surface is rotated 180 °, “left” becomes “right” and “right” becomes “left”. Of course.

−−第1の実施の形態−−
<貯水設備の構造>
第1の実施の形態に係る貯水設備は、貯水槽(プール)と、この貯水槽の内壁面に設けられた取入口(循環水配管端部)61aに一方の端部を接続した排水配管62と、この排水配管62の他方の端部に接続され、排水配管62を介して、貯水槽中の水を排水し、循環濾過する循環ポンプ71と、排水配管62内の連成圧(ゲージ圧)を測定する連成計(連成圧測定装置)10と、この連成計10が測定した連成圧が閾値以上の負圧のとき、循環ポンプ71の駆動を停止する制御装置76とを備える。連成計10は取入口(循環水配管端部)61aの吸い込み口側に設けられ、吸い込み口側の連成圧が正圧か負圧であるかを、大気圧=0Pa(基準値)として測定するゲージ圧ゲージである。
--First embodiment--
<Structure of water storage facilities>
The water storage facility according to the first embodiment includes a water storage tank (pool) and a drain pipe 62 having one end connected to an intake (circulation water pipe end) 61a provided on the inner wall surface of the water storage tank. And a circulation pump 71 connected to the other end of the drainage pipe 62 and draining and circulatingly filtering the water in the water storage tank via the drainage pipe 62, and a combined pressure (gauge pressure) in the drainage pipe 62. ) And a control device 76 that stops the driving of the circulation pump 71 when the compound pressure measured by the compound meter 10 is a negative pressure equal to or higher than a threshold value. Prepare. The compound meter 10 is provided on the suction port side of the intake port (circulation water pipe end) 61a, and whether the compound pressure on the suction port side is positive or negative is set to atmospheric pressure = 0 Pa (reference value). It is a gauge pressure gauge to measure.

貯水設備は、例えば図1の断面図に示したような遊泳用の貯水設備であり、取入口61aは、貯水設備の水を循環濾過させるために用いられる。貯水設備は、図1に示すように、貯水槽の底面64及びこの貯水槽の底面64の周囲から上側に鉛直に立ち上がる貯水槽の内壁面63を有する貯水槽躯体60を備え、貯水槽の底面64及び貯水槽の内壁面63で囲まれた凹部の内側に水を貯えて貯水領域70を形成する。貯水領域70では人間が遊泳可能である。図示を省略しているが、循環ポンプ71の出力側には、必要に応じて、ゴミ採集用の装置や殺菌装置が接続されている。そして、ゴミ等の微細な固形物の除去や殺菌処理に必要な薬品の投入や紫外線照射等の必要な処理を実施した後、図示を省略した吐出配管等を経由して貯水槽へ吐出される。   The water storage facility is, for example, a swimming water storage facility as shown in the cross-sectional view of FIG. 1, and the intake 61a is used for circulating and filtering the water of the water storage facility. As shown in FIG. 1, the water storage facility includes a water tank housing 60 having a water tank bottom surface 64 and a water tank inner wall surface 63 that rises vertically from the periphery of the water tank bottom surface 64 to the bottom surface of the water tank. 64 and the water storage area 70 are formed by storing water inside the concave portion surrounded by the inner wall surface 63 of the water storage tank. In the water storage area 70, a human can swim. Although illustration is omitted, a dust collection device and a sterilization device are connected to the output side of the circulation pump 71 as necessary. And after carrying out necessary treatments such as removal of fine solids such as dust and chemicals necessary for sterilization treatment and ultraviolet irradiation, it is discharged to the water storage tank via a discharge pipe etc. not shown. .

貯水槽の内壁面63には、貯水領域70側に開口する略直方体状の凹部が排水桝61として設けられ、排水桝61の貯水領域70側の開口部の1面が貯水設備の取入口61aをなしている。貯水設備は、図1に示した蓋1zを、取入口61aに取り付けて備える。取入口61aは、貯水領域70側から正面視したときに、1辺が30cm程度の長さの略正方形状である。排水桝61の取入口61aと反対側の面には、貯水槽躯体60の内側に設けられ、貯水領域70の水を吸引する排水配管62の一端が開口している。また排水配管62の他端は、循環ポンプ71に接続されている。   The inner wall 63 of the water storage tank is provided with a substantially rectangular parallelepiped recess that opens to the water storage region 70 side as a drainage basin 61, and one surface of the opening of the drainage basin 61 on the water storage region 70 side is the intake 61a of the water storage facility. I am doing. The water storage facility includes the lid 1z shown in FIG. 1 attached to the intake port 61a. The intake port 61a has a substantially square shape with a side of about 30 cm when viewed from the water storage region 70 side. One end of a drainage pipe 62 that is provided inside the water storage tank housing 60 and sucks water in the water storage area 70 is opened on the surface of the drainage tank 61 opposite to the intake port 61a. The other end of the drain pipe 62 is connected to the circulation pump 71.

循環ポンプ71は循環ポンプ71を駆動するモータ72に接続され、モータ72はスイッチ73を介して電源74に接続され電源74からモータ72に電力が供給される。スイッチ73のオンオフは、スイッチ73に接続された制御装置76によって制御される。スイッチ73にはタイマ75が接続されている。またタイマ75は制御装置76に接続され、タイマ75の動作は制御装置76によって制御される。   The circulation pump 71 is connected to a motor 72 that drives the circulation pump 71. The motor 72 is connected to a power source 74 via a switch 73, and power is supplied from the power source 74 to the motor 72. On / off of the switch 73 is controlled by a control device 76 connected to the switch 73. A timer 75 is connected to the switch 73. The timer 75 is connected to the control device 76, and the operation of the timer 75 is controlled by the control device 76.

制御装置76には、連成計10からのゲージ圧のデータが経時的に入力される。制御装置76は、図1に示すように、圧力比較部761と、電力遮断部762と、タイマ起動部763とを備えるプロセッサ等で構成可能である。したがって、圧力比較部761、電力遮断部762、タイマ起動部763等は例えば演算論理回路等のコンピュータシステムのハードウェア資源で構成できるが、ディジタル処理を実行するハードウェア資源に限定されるものではない。即ち、連成計10が測定した連成圧が閾値以上の負圧のとき、循環ポンプ71の駆動を停止する機能を有していれば、制御装置76はアナログ的な電気回路であっても、機械的な機構であっても構わない。制御装置76が演算論理回路等で構成されている場合は、制御装置76の圧力比較部761は、入力されたゲージ圧のデータの値を閾値と比較する。閾値は、例えば取入口61aに人間が吸い付いた場合に発生する負圧の大きさに応じて設定される。閾値は、経験測或いはシミュレーション等によって、適宜設定可能である。   Gauge pressure data from the compound meter 10 is input to the control device 76 over time. As shown in FIG. 1, the control device 76 can be configured by a processor or the like including a pressure comparison unit 761, a power cut-off unit 762, and a timer activation unit 763. Therefore, the pressure comparison unit 761, the power cut-off unit 762, the timer start unit 763, and the like can be configured by hardware resources of a computer system such as an arithmetic logic circuit, but are not limited to hardware resources that execute digital processing. . That is, if the compound pressure measured by the compound meter 10 is a negative pressure equal to or higher than the threshold value, the controller 76 can be an analog electric circuit as long as it has a function of stopping the driving of the circulation pump 71. A mechanical mechanism may be used. When the control device 76 is configured by an arithmetic logic circuit or the like, the pressure comparison unit 761 of the control device 76 compares the input gauge pressure data value with a threshold value. For example, the threshold value is set according to the magnitude of the negative pressure generated when a person sucks the intake port 61a. The threshold value can be appropriately set by empirical measurement or simulation.

制御装置76が演算論理回路等で構成されている場合で説明すると、制御装置76の電力遮断部762は、ゲージ圧が閾値以上の負圧のとき、モータ72と電源74の間のスイッチ73をオフにし、排水配管62に接続された循環ポンプ71の駆動を停止する。制御装置76のタイマ起動部763は、スイッチ73がオフになった後、タイマ75を起動する。タイマ75は、起動すると、一定の遅延時間の経過後、モータ72と電源74の間のスイッチ73を自動的にオンにする。タイマ75の起動により、モータ72への電力供給が復旧され循環ポンプ71の駆動が自動的に再開される。   In the case where the control device 76 is configured by an arithmetic logic circuit or the like, the power cut-off unit 762 of the control device 76 sets the switch 73 between the motor 72 and the power source 74 when the gauge pressure is a negative pressure equal to or higher than a threshold value. The system is turned off and the driving of the circulation pump 71 connected to the drain pipe 62 is stopped. The timer starting unit 763 of the control device 76 starts the timer 75 after the switch 73 is turned off. When the timer 75 is activated, the switch 73 between the motor 72 and the power source 74 is automatically turned on after a certain delay time has elapsed. By starting the timer 75, the power supply to the motor 72 is restored, and the drive of the circulation pump 71 is automatically restarted.

−−貯水設備の循環濾過方法−−
まず例えば遊泳中である等、貯水設備は稼働中であって、モータ72と電源74の間のスイッチ73がオンであり、循環ポンプ71が駆動されているものとする。次に図2中のステップS1において、連成計10を用いて排水配管62内のゲージ圧を常時測定する。
--- Circulating filtration method for water storage facilities--
First, it is assumed that the water storage facility is in operation such as during swimming, the switch 73 between the motor 72 and the power source 74 is on, and the circulation pump 71 is driven. Next, in step S <b> 1 in FIG. 2, the gauge pressure in the drain pipe 62 is constantly measured using the compound meter 10.

次にステップS2において、制御装置76の圧力比較部761を用いて、測定したゲージ圧を閾値と比較する。次にステップS3において、測定したゲージ圧が閾値未満である場合、ステップS1に戻り、再度、排水配管62内のゲージ圧の測定を繰り返す。一方、貯水設備の取入口61aに人間が吸い付いた場合、排水配管62内のゲージ圧は負圧方向に急激に上昇する。ステップS3において、測定したゲージ圧が閾値以上の負圧である場合、ステップS4に移行し、制御装置76の電力遮断部762を用いて、スイッチ73をオフにし、循環ポンプ71の駆動を停止する。   Next, in step S2, the measured gauge pressure is compared with a threshold value using the pressure comparison unit 761 of the control device 76. Next, in step S3, when the measured gauge pressure is less than the threshold value, the process returns to step S1, and the measurement of the gauge pressure in the drain pipe 62 is repeated again. On the other hand, when a person sucks into the intake 61a of the water storage facility, the gauge pressure in the drainage pipe 62 rapidly increases in the negative pressure direction. In step S3, when the measured gauge pressure is a negative pressure equal to or higher than the threshold value, the process proceeds to step S4, where the switch 73 is turned off and the driving of the circulation pump 71 is stopped using the power interrupting unit 762 of the control device 76. .

次にステップS5において、制御装置76のタイマ起動部763を用いて、タイマ75を起動する。そして一定の遅延時間の経過後、ステップS6において、スイッチ73が自動的にオンになり、モータ72への電力供給が自動的に復旧し、循環ポンプ71の駆動を自動的に再開する。その後ステップS7において、貯水設備の循環濾過を続行する場合には、ステップS1に戻り、再度、排水配管62内のゲージ圧の測定以降の処理を繰り返す。一方、貯水設備の循環濾過を中止する場合には、第1の実施の形態に係る貯水設備の循環濾過方法は終了する。   Next, in step S5, the timer 75 is started using the timer starting unit 763 of the control device 76. Then, after a certain delay time has elapsed, in step S6, the switch 73 is automatically turned on, the power supply to the motor 72 is automatically restored, and the driving of the circulation pump 71 is automatically resumed. Thereafter, in step S7, when the circulation filtration of the water storage facility is continued, the process returns to step S1, and the processing after the measurement of the gauge pressure in the drain pipe 62 is repeated again. On the other hand, when the circulation filtration of the water storage facility is stopped, the circulation filtration method of the water storage facility according to the first embodiment is finished.

第1の実施の形態に係る貯水設備によれば、取入口61aに人間が吸い付くような排水配管62内のゲージ圧が急激に負圧側に変動する場合、自動的に循環ポンプ71の駆動を停止する。そのため、吸い付いた人間にかかる吸引力を消失させ、吸い付いた人間を取入口61aから容易に離脱させることが可能になり、吸い付き事故を迅速かつ確実に防止できる。   According to the water storage facility according to the first embodiment, when the gauge pressure in the drainage pipe 62 that is attracted to the intake port 61a suddenly fluctuates to the negative pressure side, the circulation pump 71 is automatically driven. Stop. Therefore, the suction force applied to the sucked person can be eliminated, and the sucked person can be easily detached from the entrance 61a, and a sucking accident can be prevented quickly and reliably.

また第1の実施の形態に係る貯水設備によれば、循環ポンプ71の駆動停止後、タイマ75を起動して、一定の遅延時間の経過後、循環ポンプ71の駆動を自動的に再開するので、貯水設備の循環濾過が中断される時間を抑制することができる。   Further, according to the water storage facility according to the first embodiment, after the driving of the circulation pump 71 is stopped, the timer 75 is started, and the driving of the circulation pump 71 is automatically restarted after a certain delay time has elapsed. The time during which the circulation filtration of the water storage facility is interrupted can be suppressed.

<第1変形例>
第1の実施の形態に係る貯水設備においては、図3に示すように、貯水槽とポンプの間の排水配管62の内部の取入口61aの近傍に、ゴミ採集用の金網等を内部スクリーン80として設け、蓋1zと同時に使用し、循環水の清浄化を図ってもよい。例えば内部スクリーン80の厚みtは25mm程度、網目の幅は50mm程度に設定できる。
<First Modification>
In the water storage facility according to the first embodiment, as shown in FIG. 3, a dust collection wire mesh or the like is provided in the vicinity of the intake 61 a inside the drainage pipe 62 between the water storage tank and the pump. May be used simultaneously with the lid 1z to purify the circulating water. For example, the thickness t of the internal screen 80 can be set to about 25 mm, and the mesh width can be set to about 50 mm.

<第2変形例>
また図4に示すように、内部スクリーン80の他にも、貯水設備の取入口61aと循環ポンプ71の間に、別途、掻き出し機能を備えるオートストレーナ等の濾過装置81を設け、循環水の清浄化を更に図ることもできる。図4中の排水配管62の循環ポンプ71より下流の領域では、例えば塩素消毒装置等を設けることができる。
<Second Modification>
As shown in FIG. 4, in addition to the internal screen 80, a filtration device 81 such as an auto strainer having a scraping function is separately provided between the intake 61a of the water storage facility and the circulation pump 71 to clean the circulating water. Can be further improved. In the area | region downstream from the circulation pump 71 of the drain piping 62 in FIG. 4, a chlorine disinfection apparatus etc. can be provided, for example.

−−第2の実施の形態−−
第2の実施の形態に係る貯水設備は、図5に示すように、貯水槽と、この貯水槽の内壁面63に設けられた第1の排水開口部(61a1,61a2,61b1,61b2)に一方の端部を接続した第1排水配管77と、貯水槽の内壁面63に設けられた第2の排水開口部(61c1,61c2,61d1,61d2)に一方の端部を接続し、第1排水配管77の他方の端部に他方の端部を接続した第2排水配管78と、第1排水配管77と第2排水配管78の接続箇所に一方の端部を接続した共通排水配管79と、この共通排水配管79の他方の端部に接続され、第1排水配管77、第2排水配管78及び共通排水配管79を介して、貯水槽中の水を排水し、循環濾過する循環ポンプ71と、第1排水配管77に設けられ、第1排水配管77を流れる排水の移動を制御する第1電磁バルブ82と、第2排水配管78に設けられ、第2排水配管78を流れる排水の移動を制御する第2電磁バルブ83と、第1電磁バルブ82と第2電磁バルブ83とを一定周期で相補的に開閉する制御を行う制御装置76aを備える。
--Second Embodiment--
As shown in FIG. 5, the water storage facility according to the second embodiment includes a water storage tank and first drain openings (61a1, 61a2, 61b1, 61b2) provided on the inner wall surface 63 of the water storage tank. One end is connected to the first drain pipe 77 connected to one end and the second drain opening (61c1, 61c2, 61d1, 61d2) provided in the inner wall surface 63 of the water storage tank, A second drainage pipe 78 having the other end connected to the other end of the drainage pipe 77, and a common drainage pipe 79 having one end connected to a connection point between the first drainage pipe 77 and the second drainage pipe 78. The circulation pump 71 is connected to the other end of the common drainage pipe 79, drains the water in the water storage tank through the first drainage pipe 77, the second drainage pipe 78, and the common drainage pipe 79, and circulates and filters the water. And provided in the first drain pipe 77 and flows through the first drain pipe 77. A first electromagnetic valve 82 that controls the movement of the waste water, a second electromagnetic valve 83 that is provided in the second drain pipe 78 and controls the movement of the waste water flowing through the second drain pipe 78, the first electromagnetic valve 82, 2 is provided with a control device 76a that controls to open and close the electromagnetic valve 83 in a complementary manner at a constant period.

第1電磁バルブ82と第2電磁バルブ83が相補的に開閉することにより、排水に際して第1の取入口61a1,61a2,61b1,61b2及び第2の取入口61c1,61c2,61d1,61d2が一定周期で切り換えられて稼働する。第2の実施の形態に係る貯水設備においても、第1の実施の形態に係る貯水設備と同様に、貯水設備の取入口に接続された配管内の連成圧(ゲージ圧)を測定する連成計を備え、ゲージ圧が閾値以上の負圧のとき、配管に接続された循環ポンプの駆動を停止するようにできるが、連成計による循環ポンプの自動的な停止制御の機能は必ずしも必要ではない。   When the first electromagnetic valve 82 and the second electromagnetic valve 83 open and close complementarily, the first intake ports 61a1, 61a2, 61b1, and 61b2 and the second intake ports 61c1, 61c2, 61d1, and 61d2 are in a constant cycle during drainage. It is switched and operated. In the water storage facility according to the second embodiment, as in the water storage facility according to the first embodiment, a continuous pressure (gauge pressure) in a pipe connected to the intake port of the water storage facility is measured. It is possible to stop the circulation pump connected to the pipe when the gauge pressure is a negative pressure higher than the threshold, but the automatic stop control function of the circulation pump by the coupled meter is always necessary. is not.

第1の排水開口部(61a1,61a2,61b1,61b2)をなす4個の第1の取入口61a1,61a2,61b1,61b2はいずれも、4面ある貯水槽の内壁面63のうちの1面に等間隔で並設されている。第1の取入口61a1,61a2,61b1,61b2にはそれぞれ、図5中に点線で示したような枝管が接続されている。更に4本の枝管は1本の第1排水配管77に接続され、第1排水配管77の他方の端部は、第2排水配管78の他方の端部と共通排水配管79とのT字分岐に向かって延びている。上述したように、第1排水配管77には第1の連成計10aを設けるようにしてもよい。   Each of the four first intake ports 61a1, 61a2, 61b1, 61b2 forming the first drain opening (61a1, 61a2, 61b1, 61b2) is one of the four inner surfaces 63 of the water storage tank. Are arranged in parallel at equal intervals. Branch pipes as shown by dotted lines in FIG. 5 are connected to the first intake ports 61a1, 61a2, 61b1, and 61b2, respectively. Further, the four branch pipes are connected to one first drain pipe 77, and the other end of the first drain pipe 77 is a T-shape between the other end of the second drain pipe 78 and the common drain pipe 79. It extends towards the branch. As described above, the first drain pipe 77 may be provided with the first compound meter 10a.

一方、第2の排水開口部(61c1,61c2,61d1,61d2)をなす4個の第2の取入口61c1,61c2,61d1,61d2はいずれも、4面ある貯水槽の内壁面63のうち、第1の取入口61a1,61a2,61b1,61b2が設けられた面に対向する面に、等間隔で並設されている。第2の取入口61c1,61c2,61d1,61d2にはそれぞれ、第1の取入口61a1,61a2,61b1,61b2の場合と同様に、枝管が接続されている。4本の枝管は1本の第2排水配管78に接続され、第2排水配管78の他方の端部は、第1排水配管77の他方の端部と共通排水配管79とのT字分岐に向かって延びている。第2排水配管78には第2の連成計10bを設けるようにしてもよい。   On the other hand, the four second intake ports 61c1, 61c2, 61d1, 61d2 forming the second drainage openings (61c1, 61c2, 61d1, 61d2) are all of the four inner surfaces 63 of the water storage tank. The first intake ports 61 a 1, 61 a 2, 61 b 1, 61 b 2 are arranged in parallel at equal intervals on the surface facing the surface on which the first intake ports 61 a 1, 61 a 2, 61 b 1, 61 b 2 are provided. Branch pipes are connected to the second intake ports 61c1, 61c2, 61d1, and 61d2, respectively, as in the case of the first intake ports 61a1, 61a2, 61b1, and 61b2. The four branch pipes are connected to one second drain pipe 78, and the other end of the second drain pipe 78 is a T-shaped branch between the other end of the first drain pipe 77 and the common drain pipe 79. It extends toward. The second drain pipe 78 may be provided with a second compound meter 10b.

第1排水配管77及び第2排水配管78は、循環ポンプ71の手前のT字分岐の箇所で合流し、共通排水配管79を介して循環ポンプ71に接続されている。図示を省略しているが、循環ポンプ71の出力側には、必要に応じて、ゴミ採集用の装置や殺菌装置が接続され、ゴミの除去や殺菌処理を経た後、図示を省略した吐出配管等を経由して貯水槽へ吐出されることは第1の実施の形態と同様である。   The first drain pipe 77 and the second drain pipe 78 merge at a T-shaped branch in front of the circulation pump 71 and are connected to the circulation pump 71 via a common drain pipe 79. Although not shown in the drawings, a dust collection device and a sterilization device are connected to the output side of the circulation pump 71 as necessary, and after the removal and sterilization processing of the dust, the discharge pipe not shown in the drawing. It is the same as that of 1st Embodiment that it discharges to a water storage tank via etc.

第1の連成計10a及び第2の連成計10bを設けた場合の構成は、図1に示した連成計10と等価な構造であるため重複説明を省略する。第1の連成計10a及び第2の連成計10bは、図1に示した連成計10と同様に、第1排水配管77及び第2排水配管78のそれぞれの内部で測定されたゲージ圧が閾値以上の負圧のとき、循環ポンプ71の駆動を停止する。尚、図5中では、循環ポンプ71の駆動を停止する制御装置、モータ、スイッチ及び電源等の装置は紙面の都合上、図示を省略するが、第1の連成計10a及び第2の連成計10bを設ける場合には、第2の実施の形態に係る貯水設備においても、図1に示した制御装置76、モータ72、スイッチ73及び電源74等と等価な装置が設けられている。   Since the configuration in the case of providing the first compound meter 10a and the second compound meter 10b has a structure equivalent to the compound meter 10 shown in FIG. The first compound meter 10a and the second compound meter 10b are gauges measured inside the first drain pipe 77 and the second drain pipe 78 in the same manner as the couple meter 10 shown in FIG. When the pressure is a negative pressure equal to or higher than the threshold value, the driving of the circulation pump 71 is stopped. In FIG. 5, devices such as a control device, a motor, a switch, and a power supply that stop driving the circulation pump 71 are not shown for the sake of space, but the first coupled meter 10a and the second coupled meter 10a are omitted. When providing the growth meter 10b, the water storage facility according to the second embodiment is provided with devices equivalent to the control device 76, the motor 72, the switch 73, the power source 74, and the like shown in FIG.

第2の実施の形態に係る貯水設備の使用においては、例えば貯水設備の循環濾過中、第1の取入口61a1,61a2,61b1,61b2及び第2の取入口61c1,61c2,61d1,61d2を相補的に切り替えて排水及び循環濾過を行う。例えばまず、第1の取入口61a1,61a2,61b1,61b2を使用する際には、第1排水配管77に設けられた第1電磁バルブ82を開き、第2排水配管78に設けられた第2電磁バルブ83を相補的に閉じて循環排水を行いながら貯水設備を稼働する。第1電磁バルブ82を開いている場合の稼働中は、第1の連成計10aによって第1排水配管77内の連成圧を測定する。   In the use of the water storage facility according to the second embodiment, for example, during the circulation filtration of the water storage facility, the first intake ports 61a1, 61a2, 61b1, 61b2 and the second intake ports 61c1, 61c2, 61d1, 61d2 are complemented. Switch wastewater and perform circulation filtration. For example, first, when using the first intake ports 61 a 1, 61 a 2, 61 b 1, 61 b 2, the first electromagnetic valve 82 provided in the first drain pipe 77 is opened and the second solenoid pipe provided in the second drain pipe 78 is opened. The water storage facility is operated while the electromagnetic valve 83 is complementarily closed to perform circulation drainage. During the operation when the first electromagnetic valve 82 is open, the compound pressure in the first drain pipe 77 is measured by the first compound meter 10a.

第2の実施の形態に係る貯水設備によれば、一定周期で、第1の取入口61a1,61a2,61b1,61b2と第2の取入口61c1,61c2,61d1,61d2とを自動的に切り替えて相補的に排水及び循環濾過に使用する。すなわち、一定周期で一方の取入口群からの吸い込みが自動的に消失した直後に、他方の取入口群からの吸い込みを相補的に開始する。更に第1の取入口61a1,61a2,61b1,61b2と第2の取入口61c1,61c2,61d1,61d2とが、互いに対向して配置されているので、一定周期を数分以内の時間に設定しておけば、一定周期における取入口群の相補的な切り替えによって、排水方向が自動的に逆転するので、人間が呼吸停止や大量の水を飲みこむ前に、取入口に吸い付いた人間が取入口から離れることが可能になる。よって吸い付き事故を防止できることに加え、貯水設備の循環濾過が中断される時間を大幅に低減でき、貯水設備の循環濾過を効率的に実行できる。   According to the water storage facility according to the second embodiment, the first intake ports 61a1, 61a2, 61b1, 61b2 and the second intake ports 61c1, 61c2, 61d1, 61d2 are automatically switched at regular intervals. Complementary use for drainage and circulation filtration. That is, immediately after the suction from one intake group disappears automatically at a fixed period, the suction from the other intake group is started in a complementary manner. Further, since the first intake ports 61a1, 61a2, 61b1, 61b2 and the second intake ports 61c1, 61c2, 61d1, 61d2 are arranged to face each other, the fixed period is set to a time within several minutes. If this is done, the direction of drainage is automatically reversed by complementary switching of the intake groups in a certain period, so that a person who has sucked into the intake before the person stops breathing or swallows a large amount of water. It is possible to leave. Therefore, in addition to preventing a suction accident, the time during which the circulation filtration of the water storage facility is interrupted can be significantly reduced, and the circulation filtration of the water storage facility can be executed efficiently.

また第2の実施の形態に係る貯水設備によれば、1方の排水開口部に含まれる複数の取入口を同時に用いて排水するので、取入口1個あたりで必要となる吸い込み圧を低減され、万が一そのうち取入口に人間が近づいても、残りの取入口から排水されるので、通常は人間が吸い付くような吸引圧力にはならないので、事故が未然に予防できる。   Further, according to the water storage facility according to the second embodiment, since the plurality of intakes included in one drainage opening are drained simultaneously, the suction pressure required per intake port is reduced. In the unlikely event that a person approaches the intake port, the remaining intake port is drained, so that the suction pressure normally does not reach that of a human, so accidents can be prevented.

なお、第1の連成計10a及び第2の連成計10bを設けた場合の構成においては、先ず、第1電磁バルブ82を開いている場合の稼働中は、第1の連成計10aによって第1排水配管77内の連成圧を測定する。そして、第1の連成計10aによって測定されたゲージ圧が急激に大きくなり、閾値以上になった場合には、上記した第1の実施の形態で説明したように、循環ポンプ71の駆動を停止するようにも出来る。その後、第1排水配管77に設けられた第1電磁バルブ82を閉じると共に、第2排水配管78に設けられた第2電磁バルブ83を開き、第2の取入口61c1,61c2,61d1,61d2を使用して排水及び循環濾過を行う。そして第2の連成計10bによって第2排水配管78内の連成圧を測定しつつ、貯水設備の循環濾過を継続する。   In the configuration in which the first compound meter 10a and the second compound meter 10b are provided, first, the first compound meter 10a is in operation when the first electromagnetic valve 82 is open. Then, the combined pressure in the first drain pipe 77 is measured. When the gauge pressure measured by the first compound meter 10a suddenly increases and exceeds the threshold value, the circulation pump 71 is driven as described in the first embodiment. It can also be stopped. Thereafter, the first electromagnetic valve 82 provided in the first drainage pipe 77 is closed, and the second electromagnetic valve 83 provided in the second drainage pipe 78 is opened, and the second intake ports 61c1, 61c2, 61d1, 61d2 are opened. Use for drainage and circulation filtration. And the circulation filtration of a water storage facility is continued, measuring the compound pressure in the 2nd drainage piping 78 with the 2nd compound meter 10b.

第1の連成計10a及び第2の連成計10bを設けた場合の構成においては、循環ポンプ71の緊急停止状態に連動させて、第1の取入口61a1,61a2,61b1,61b2と第2の取入口61c1,61c2,61d1,61d2とを切り替えて選択的に排水及び循環濾過に使用するようなモードも可能である。すなわち循環ポンプ71が緊急停止した状態になり、一方の取入口群からの吸い込みが消失した直後に、他方の取入口群からの吸い込みを開始するような動作も可能である。このようなモードの動作によっても、吸い付き事故を防止できることに加え、貯水設備を循環濾過する稼動が中断される時間を大幅に低減でき、貯水設備の循環濾過を効率的に実行できる。   In the configuration in which the first compound meter 10a and the second compound meter 10b are provided, the first intake ports 61a1, 61a2, 61b1, 61b2 and the first intake ports 61a1, 61a2, 61b1, 61b2 are linked to the emergency stop state of the circulation pump 71. A mode in which the two intake ports 61c1, 61c2, 61d1, 61d2 are switched and selectively used for drainage and circulation filtration is also possible. That is, it is also possible to start the suction from the other intake group immediately after the circulation pump 71 is in an emergency stop state and the suction from the one intake group disappears. Even in such a mode of operation, in addition to preventing a suction accident, the time during which the operation for circulating and filtering the water storage facility is interrupted can be greatly reduced, and the circulation filtering of the water storage facility can be performed efficiently.

<その他の実施の形態>
本発明は第1及び第2の実施の形態によって説明したが、この開示の一部をなす論述及び図面は、本発明を限定するものであると理解すべきではない。この開示から当業者には様々な代替実施の形態、実施例及び運用技術が明らかになると考えられるべきである。例えば本発明の貯水設備は、上記した第1及び第2の実施の形態で説明した構造を互いに部分的に組み合わせても構成できる。以上のとおり本発明は、本明細書及び図面に記載していない様々な実施の形態等を含むとともに、本発明の技術的範囲は、上記の説明から妥当な特許請求の範囲に係る発明特定事項によってのみ定められるものである。
<Other embodiments>
Although the present invention has been described with reference to the first and second embodiments, it should not be understood that the description and drawings constituting a part of this disclosure limit the present invention. From this disclosure, it should be understood that various alternative embodiments, examples, and operational techniques will become apparent to those skilled in the art. For example, the water storage facility of the present invention can be configured by partially combining the structures described in the first and second embodiments. As described above, the present invention includes various embodiments and the like that are not described in the present specification and drawings, and the technical scope of the present invention is specified by the invention according to the scope of claims reasonable from the above description. It is determined only by.

1z 蓋
10,10a,10b 連成計
60 躯体
61 排水桝
61a 取入口(循環水配管端部)
61a1〜61d1,61a2〜61d2 取入口
62 排水配管
63 内壁面
64 底面
70 貯水領域
71 循環ポンプ
72 モータ
73 スイッチ
74 電源
75 タイマ
76,76a 制御装置
761 圧力比較部
762 電力遮断部
763 タイマ起動部
77 第1排水配管
78 第2排水配管
79 共通排水配管
80 内部スクリーン
81 濾過装置
82 第1電磁バルブ
83 第2電磁バルブ
1z Lid 10, 10a, 10b Compound meter 60 Housing 61 Drainage 61a Intake (end of circulating water piping)
61a1-61d1, 61a2-61d2 Inlet 62 Drainage pipe 63 Inner wall surface 64 Bottom surface 70 Water storage area 71 Circulation pump 72 Motor 73 Switch 74 Power supply 75 Timer 76, 76a Control device 761 Pressure comparison unit 762 Electric power cutoff unit 763 Timer activation unit 77 First 1 drainage pipe 78 second drainage pipe 79 common drainage pipe 80 internal screen 81 filtration device 82 first electromagnetic valve 83 second electromagnetic valve

Claims (7)

貯水槽と、
該貯水槽の内壁面に設けられた取入口に一方の端部を接続した排水配管と、
該排水配管の他方の端部に接続され、前記排水配管を介して、前記貯水槽中の水を排水し、循環濾過する循環ポンプと、
前記排水配管内の連成圧を測定する連成計と、
該連成計が測定した前記連成圧が閾値以上の負圧のとき、前記循環ポンプの駆動を停止する制御装置と、
を備えることを特徴とする貯水設備。
A water tank,
A drainage pipe having one end connected to an inlet provided on the inner wall surface of the water tank;
A circulation pump connected to the other end of the drainage pipe, draining the water in the water storage tank through the drainage pipe, and circulatingly filtering the water;
A compound meter for measuring a compound pressure in the drain pipe;
A control device that stops driving the circulation pump when the compound pressure measured by the compound meter is a negative pressure equal to or higher than a threshold;
A water storage facility comprising:
前記循環ポンプに接続されたモータと、
前記モータに電力を供給する電源と、
前記モータ及び前記電源の間に設けられ、前記制御装置によって制御されるスイッチと、
を更に備え、
前記スイッチをオフすることにより、前記循環ポンプの駆動を停止することを特徴とする請求項1に記載の貯水設備。
A motor connected to the circulation pump;
A power supply for supplying power to the motor;
A switch provided between the motor and the power source and controlled by the control device;
Further comprising
The water storage facility according to claim 1, wherein the circulation pump is stopped by turning off the switch.
一定の遅延時間の経過後に前記スイッチをオンするタイマを更に備え、
前記タイマの動作により前記循環ポンプの駆動を自動的に再開することを特徴とする請求項2に記載の貯水設備。
A timer for turning on the switch after a certain delay time elapses;
The water storage facility according to claim 2, wherein the operation of the circulating pump is automatically restarted by the operation of the timer.
貯水槽と、
該貯水槽の内壁面に設けられた第1の排水開口部に一方の端部を接続した第1排水配管と、
前記貯水槽の内壁面に設けられた第2の排水開口部に一方の端部を接続し、前記第1排水配管の他方の端部に他方の端部を接続した第2排水配管と、
前記第1排水配管と前記第2排水配管の接続箇所に一方の端部を接続した共通排水配管と、
該共通排水配管の他方の端部に接続され、前記第1排水配管、前記第2排水配管及び前記共通排水配管を介して、前記貯水槽中の水を排水し、循環濾過する循環ポンプと、
前記第1排水配管に設けられ、前記第1排水配管を流れる排水の移動を制御する第1電磁バルブと、
前記第2排水配管に設けられ、前記第2排水配管を流れる排水の移動を制御する第2電磁バルブと、
前記第1電磁バルブと前記第2電磁バルブとを一定周期で相補的に開閉する制御を行う制御装置と、
を備えることを特徴とする貯水設備。
A water tank,
A first drainage pipe having one end connected to a first drainage opening provided on the inner wall surface of the water tank;
A second drainage pipe having one end connected to a second drainage opening provided on an inner wall surface of the water storage tank, and the other end connected to the other end of the first drainage pipe;
A common drainage pipe having one end connected to a connection point between the first drainage pipe and the second drainage pipe;
A circulation pump connected to the other end of the common drain pipe, draining the water in the water storage tank through the first drain pipe, the second drain pipe and the common drain pipe, and circulatingly filtering the water;
A first electromagnetic valve provided in the first drain pipe and controlling movement of drainage flowing through the first drain pipe;
A second electromagnetic valve provided in the second drainage pipe for controlling movement of drainage flowing through the second drainage pipe;
A control device for performing control to open and close the first electromagnetic valve and the second electromagnetic valve in a complementary manner at a constant cycle;
A water storage facility comprising:
前記第1排水配管内の連成圧を測定する第1の連成計と、
前記第2排水配管内の連成圧を測定する第2の連成計と、
を更に備え、
前記第1排水配管内の連成圧又は前記第2排水配管内の連成圧が閾値以上の負圧のとき、前記循環ポンプの駆動を停止することを特徴とする請求項4に記載の貯水設備。
A first compound meter for measuring a compound pressure in the first drain pipe;
A second compound meter for measuring a compound pressure in the second drainage pipe;
Further comprising
5. The water storage according to claim 4, wherein when the compound pressure in the first drain pipe or the compound pressure in the second drain pipe is a negative pressure equal to or higher than a threshold value, driving of the circulation pump is stopped. Facility.
貯水槽と循環ポンプの間の排水配管内の連成圧が閾値以上の負圧であることを検出したとき、前記排水配管に接続された循環ポンプの駆動を自動停止することを特徴とする貯水設備の循環濾過方法。   A water storage system that automatically stops driving the circulation pump connected to the drainage pipe when it is detected that the combined pressure in the drainage pipe between the water storage tank and the circulation pump is a negative pressure equal to or higher than a threshold value. Circulating filtration method for equipment. 貯水設備に2系統の排水配管を設けて、前記2系統の排水配管による排水を相補的に交互駆動することを特徴とする貯水設備の循環濾過方法。   A circulation filtration method for a water storage facility, wherein two drainage pipes are provided in the water storage facility, and drainage by the two drainage pipings are alternately and alternately driven.
JP2017138322A 2017-07-14 2017-07-14 Water storage facility and circulation filtration method of water storage facility Expired - Fee Related JP6528021B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59193510U (en) * 1983-06-11 1984-12-22 不二機工株式会社 Dust removal equipment
JPS6083014U (en) * 1983-11-16 1985-06-08 日本フイルコン株式会社 Swimming pool safety equipment
JP3131754U (en) * 2006-12-28 2007-05-24 株式会社スポーツアカデミー Swimming pool water purification equipment
JP2008121362A (en) * 2006-11-15 2008-05-29 Yamaha Motor Co Ltd Stop device of water circulation device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59193510U (en) * 1983-06-11 1984-12-22 不二機工株式会社 Dust removal equipment
JPS6083014U (en) * 1983-11-16 1985-06-08 日本フイルコン株式会社 Swimming pool safety equipment
JP2008121362A (en) * 2006-11-15 2008-05-29 Yamaha Motor Co Ltd Stop device of water circulation device
JP3131754U (en) * 2006-12-28 2007-05-24 株式会社スポーツアカデミー Swimming pool water purification equipment

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