JPS60102437A - Speed reducing water supply and drain apparatus - Google Patents
Speed reducing water supply and drain apparatusInfo
- Publication number
- JPS60102437A JPS60102437A JP20953283A JP20953283A JPS60102437A JP S60102437 A JPS60102437 A JP S60102437A JP 20953283 A JP20953283 A JP 20953283A JP 20953283 A JP20953283 A JP 20953283A JP S60102437 A JPS60102437 A JP S60102437A
- Authority
- JP
- Japan
- Prior art keywords
- water
- expansion chamber
- water supply
- lid member
- inlet
- 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
Links
Landscapes
- Water Treatment By Sorption (AREA)
- Domestic Plumbing Installations (AREA)
- Removal Of Specific Substances (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は減速給排水装置、より詳細に述べれば、水道
水を濾過浄水する濾過装置の濾材収容室の導入口、また
は水泳プールなどの排水口に装置する減速給排水装置に
関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a deceleration water supply and drainage device, and more specifically, to a deceleration water supply and drainage device that is installed at an inlet of a filter medium storage chamber of a filtration device that filters and purifies tap water, or at a drain outlet of a swimming pool or the like. .
例えば、給水給湯などに用いられる水や、プール用水な
どに使用される都市水道水は、殺菌のため塩素を投入す
るなどして処理している。For example, water used for water supply, hot water supply, etc., and city tap water used for swimming pools, etc., is treated by adding chlorine to sterilize it.
塩素処理された水は、存在する塩素のために、水中に含
まれる他の化学物質と作用して発ガン物質を成生するな
どの各種の不都合な要因を惹起する。したがつて、これ
ら水道水に含まれる残留塩素その他の有害物質を吸着除
去する濾過装置を設けることが望ましい。Chlorinated water causes various undesirable factors, such as the presence of chlorine, which interacts with other chemicals contained in the water to form carcinogens. Therefore, it is desirable to provide a filtration device that adsorbs and removes residual chlorine and other harmful substances contained in tap water.
従来、この種の濾過装置としては、例えば、上蓋部に濾
過しようとする水の導入口を設けた筒状の濾材収容室つ
まり濾材カートリツジ内に、残留塩素その他の有害物質
を吸着除去するための濾材として、活性炭または他の吸
着濾材と、殺菌のために投入した塩素を吸着除去するこ
とで急速に増殖する大腸菌その他の雑菌類を銀イオンで
滅菌処理するために銀を蒸着した濾材と、カルシウムイ
オンを溶出してPH7.3程度の適当水質に中和する濾
材などを、各層ごとに充填したものを内臓した濾過容器
を、水道の蛇口と連結して水道水をこの濾過容器を通過
させて浄水する濾過装置がある。水道水を、前記濾材を
充填した濾材層内を通過させて濾過する場合。Conventionally, this type of filtration device has a cylindrical filter medium storage chamber, that is, a filter medium cartridge, in which an inlet for water to be filtered is provided in the upper lid, and a chamber for adsorbing and removing residual chlorine and other harmful substances. As filter media, activated carbon or other adsorption filter media, filter media deposited with silver to sterilize Escherichia coli and other bacteria that rapidly grow by adsorbing and removing chlorine added for sterilization with silver ions, and calcium A filtration container filled with each layer of filter material that elutes ions and neutralizes the water to an appropriate pH of 7.3 is connected to a water faucet and tap water is passed through this filtration container. There is a filtration device to purify the water. When tap water is filtered by passing through a filter layer filled with the filter medium.
流速が遅く、水道原水が各濾材面を洗う様に各濾材に接
触する時間が長ければ長いほど浄水効果がたかまること
は、物理的にも化学的にも公知の理である。が、従来の
この種の濾過装置に使用されてる導入口器によると、濾
材層内に直流状で流入するので充分には塩素の吸着除去
、またはめるPH効果ができないおそれがあつた。It is a well-known principle both physically and chemically that the slower the flow rate and the longer the raw water is in contact with each filter medium to wash the surface of each filter medium, the stronger the water purification effect will be. However, according to the inlet device used in the conventional filtration device of this kind, since the chlorine flows into the filter medium layer in a direct current state, there is a possibility that the chlorine cannot be sufficiently adsorbed and removed or the PH effect cannot be achieved.
それについて例えば、第1図に示す従来のこの種の濾過
装置に使用する導入口器40においても、充分な濾過効
果が行なわれないのであるが、まづその概要を説明する
。Regarding this, for example, even in the inlet device 40 used in the conventional filtration device of this type shown in FIG. 1, a sufficient filtration effect is not achieved. First, an outline will be explained.
第1図に示すように、従来の導入口器40は、濾材カー
トリツジC2の導入口部と固着する嵌合溝31を設けた
リング状の導入口枠32と、導入口枠32の底部に多数
の通水孔14を設けた通水板33を、導入口枠32と一
体に固定したことからなる構成である。従来の導入口器
40は、前記のような構成なので濾過器本体のケースC
1と、濾材カートリツチC2の間隙内を通過した水は、
流線の示すように導入口器40の導入口22からカート
リツジの濾材層内に直流状で流入する。As shown in FIG. 1, the conventional inlet device 40 includes a ring-shaped inlet frame 32 provided with a fitting groove 31 that is fixed to the inlet part of the filter cartridge C2, and a plurality of ring-shaped inlet frames 32 at the bottom of the inlet frame 32. This structure consists of a water passage plate 33 provided with water passage holes 14 and fixed integrally with an inlet frame 32. Since the conventional inlet device 40 has the above-mentioned configuration, the case C of the filter body
1 and the water that passed through the gap between the filter media cartridge C2,
As shown by the streamlines, it flows in a direct current form from the inlet 22 of the inlet device 40 into the filter medium layer of the cartridge.
従つて特に水道の蛇口を全開して使用した場合には、当
然、流速が速くなるので濾過しようとする水道水は、導
入口器40からカートリツジ内に直下直流状で流入する
ので、濾過層内に縦軸の高速通過主流水道が出来て一気
に濾過層内を通過してしまうために、通過水を残留塩素
を測定するオルトトリヂン試薬や、BTBなどのPH測
定用試薬で測定してみた場合、塩素の残留度が濃く現わ
れ、アルカリ成分の溶出度も低いなどの難点がある。他
方、水泳プールなどの排水口も、前記第1図の導入口器
30と同じ構成なので、排水時には、直流状の高速水流
で排水されるために、排水口の近くで、すごい吸い込み
流力が発生し、ために多くの児童が排水口に吸い込まれ
て死亡した例は、公知の事実である。Therefore, especially when the water faucet is fully opened, the flow rate will naturally increase, and the tap water to be filtered will flow directly into the cartridge from the inlet device 40 in the form of a direct current, so that the water inside the filtration layer will not flow. , a high-speed passage mainstream water on the vertical axis is formed and the water passes through the filtration layer all at once, so when the passing water is measured with an orthotridine reagent that measures residual chlorine or a PH measurement reagent such as BTB, chlorine is detected. However, there are disadvantages such as a high residual level of alkaline components and a low elution level of alkaline components. On the other hand, the drains of swimming pools and the like have the same structure as the inlet device 30 shown in FIG. It is a well-known fact that many children died after being sucked into drains.
以上の諸問題を考慮して、この発明の目的は、小型で効
率が優れ、導入口部又は排水口部に簡単に取つけ取外す
ことができ、流体の流圧流速を適度に抑制する減速給排
水装置を提供することにある。この発明の目的はまた、
構造が簡単で廉価に製作することのできる減速給排水装
置を提供することにある。In consideration of the above-mentioned problems, an object of the present invention is to provide a deceleration water supply and drainage system that is compact, highly efficient, can be easily attached to and removed from an inlet or a drain, and that moderately suppresses fluid pressure and flow velocity. The goal is to provide equipment. Another object of the invention is to provide a deceleration water supply and drainage device that has a simple structure and can be manufactured at low cost.
この発明の減速給排水装置の好ましい実施態様について
添付図面について詳述する。A preferred embodiment of the deceleration water supply and drainage system of the present invention will be described in detail with reference to the accompanying drawings.
第2図に示すように、この発明の減速給排水装置10は
、膨張室12と蓋部材19とから成つている。当装置1
0は構成が簡単なのでプラスチツク材その他の適当な材
質で製することができる。As shown in FIG. 2, the deceleration water supply and drainage device 10 of the present invention includes an expansion chamber 12 and a lid member 19. This device 1
0 has a simple construction and can be made of plastic or other suitable material.
膨張室12の周壁13には多数の通水孔14が設けてあ
る。また膨張室12の底部16は、膨張室12の内側に
凸起するように形成してあり、例えば円錐形凸起17に
することが好ましく、底部16には開孔はない。膨張室
12の上部には蓋部材19を固定してある。そのために
図面に示す実施例においては、膨張室12と蓋部材19
とをネジ20またはフランジなどで固着するものとして
ある。蓋部材19には、膨張室12の直径よりも小径の
導入口22が設けてあり、
導入口22に付隨して減速給排水装置10を、濾材カー
トリツチC2の開孔部に固着するために、リングナツト
23またはフランジなどを設け、パツキン24を介在し
て濾材カートリツジC2の開口部に固着する。A large number of water holes 14 are provided in the peripheral wall 13 of the expansion chamber 12 . Further, the bottom 16 of the expansion chamber 12 is formed to protrude inside the expansion chamber 12, and preferably has a conical protrusion 17, for example, and the bottom 16 has no openings. A lid member 19 is fixed to the upper part of the expansion chamber 12. For this purpose, in the embodiment shown in the drawings, the expansion chamber 12 and the lid member 19 are
and are fixed with screws 20 or flanges. The lid member 19 is provided with an inlet 22 having a diameter smaller than the diameter of the expansion chamber 12, and in order to attach the deceleration water supply and drainage device 10 to the inlet 22 and secure it to the opening of the filter medium cartridge C2, A ring nut 23 or a flange is provided, and the filter is fixed to the opening of the filter cartridge C2 with a packing 24 interposed therebetween.
この発明の減速給排水装置10は、以上に述べたように
構成してあるので、
濾過すべき水は、濾過装置本体ケースC1と濾材カート
リツシC2との間隙を流線が示す方向に流れ、導入口2
2を経て大直径の膨張室12内に流入する。流体が細い
管路から太い管路に流入すると減流減圧することは、自
動車の排気マフラーの原理、つまり流体力学の「連続の
理」で実証されてる通りである。従つて膨張室12に流
入して減速された水は、更に底部16の円錐凸起17の
斜面に衝撃して反射され、膨張室12の周壁13に設け
た通水孔14から横方向に噴出し、濾材層に万遍なく飛
散して濾材層内を適度の流速で均等に通過する。従つて
、たとえ水道の蛇口を全開して使用した場合でも、各濾
材粒層を洗うように通過するので、通過水を前記の測定
試薬で測定すると請求むるPH7.3近似値の中和水質
が得られ、また残留塩素の除去率も0.1PPM以下の
好ましい浄水効果が得られる。Since the deceleration water supply and drainage device 10 of the present invention is configured as described above, the water to be filtered flows through the gap between the filtration device main body case C1 and the filter medium cartridge C2 in the direction indicated by the streamline, and passes through the inlet port. 2
2 into the large diameter expansion chamber 12. When fluid flows from a narrow pipe to a thick pipe, the flow and pressure decrease, as evidenced by the principle of automobile exhaust mufflers, or the "continuity principle" of fluid mechanics. Therefore, the water that has flowed into the expansion chamber 12 and has been decelerated further impacts the slope of the conical protrusion 17 on the bottom portion 16 and is reflected, and is ejected laterally from the water passage hole 14 provided in the peripheral wall 13 of the expansion chamber 12. The water is dispersed evenly over the filter layer and passes through the filter layer evenly at an appropriate flow rate. Therefore, even when the water faucet is fully opened, the water passes through each layer of the filter medium as if washing it, so when the water that passes through is measured with the above-mentioned measuring reagent, the neutralized water quality is approximately PH 7.3, as claimed. In addition, a preferable water purification effect with residual chlorine removal rate of 0.1 PPM or less can be obtained.
なお、この発明の減速給排水装置は、
水泳プールなどの排水口部に装置すると、排水速度を適
度に抑制するので、排水口に生づる渦流による強力な吸
引力も抑制され人命事做が防止される好ましい利益があ
る。Furthermore, when the deceleration water supply and drainage device of the present invention is installed at the drain of a swimming pool, etc., it will moderate the speed of drainage, thereby suppressing the strong suction force caused by the vortex generated at the drain, thereby preventing human loss. There are favorable benefits.
また、この発明の減速給排水装置は、単に以上の実施例
に装置するだけでなく、大型濾過装置、またはビルの受
水槽、高架水槽などの給水管の吐水口、その他、水族館
の大型水槽および養魚池などの給排水口にも利用できる
など、その適用範囲は広範である。In addition, the deceleration water supply and drainage device of the present invention can be used not only as a device in the above embodiments but also as a large filtration device, a water receiving tank in a building, a water outlet of a water supply pipe such as an elevated water tank, other large aquarium tanks, and fish cultivation. Its range of applications is wide-ranging, as it can also be used for water supply and drainage outlets for ponds, etc.
以上、この発明の減速給排水装置10を具体的な実施態
様について述べたが、これまでに述べた内容と特許請求
の範囲に記載の構成要件に応じて種々その設計を変更す
ることができる。Although specific embodiments of the deceleration water supply and drainage system 10 of the present invention have been described above, the design can be variously modified depending on the contents described so far and the constituent elements described in the claims.
第1図は、従来例の断面図 第2図は、この発明の実施態様を示す立断面図である。 第1図: 40……導入口器 32……導入口枠 第2図: 10……減速給排水装置 12……膨張室 13……周壁 14……通水孔 17……円錐形凸起 22……導入口 特許出願人 菅野信一 Figure 1 is a sectional view of the conventional example. FIG. 2 is an elevational sectional view showing an embodiment of the invention. Figure 1: 40... Inlet device 32...Introduction slot frame Figure 2: 10... Reduction water supply and drainage equipment 12... Expansion chamber 13... Peripheral wall 14...Water hole 17...Conical convexity 22...Introduction port Patent applicant: Shinichi Kanno
Claims (1)
濾過しようとする水が濾材層を通過する流速を減少して
、各濾材面に接触する時間を長く保ち浄水効果をたかめ
る目的。およびプールなどの排水口における危険な吸い
込み力を減づるため排水の流速を抑制する減速給排水装
置において、給水又は排水しようとする水の導入口を備
えた蓋部材と、膨張室とから成り、流体の流速を減少す
る部分を、前記蓋部材の導入口よりも大直径の膨張室と
、前記膨張室の周壁に多数の通水孔を設け、前記膨張室
の底部に内側に膨出する凸起部を設けた流体そらせ部と
から成るものとし、前記蓋部材と、前記膨張室とを一体
に固定して構成したことを特徴とする減速給排水装置。In filter media storage chambers such as filtration devices that purify tap water,
The purpose is to reduce the flow rate at which the water to be filtered passes through the filter media layer and to increase the water purification effect by keeping the time in contact with each filter media surface longer. A deceleration water supply and drainage device that suppresses the flow rate of drainage water in order to reduce the dangerous suction force at the drainage port of a pool, etc. consists of a lid member equipped with an inlet for water to be supplied or drained, and an expansion chamber, The part that reduces the flow velocity of the lid member is an expansion chamber having a larger diameter than the inlet of the lid member, a peripheral wall of the expansion chamber is provided with a large number of water passage holes, and a protrusion that bulges inward at the bottom of the expansion chamber. 1. A deceleration water supply and drainage device comprising: a fluid deflecting portion provided with a fluid deflection portion, and wherein the lid member and the expansion chamber are integrally fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20953283A JPS60102437A (en) | 1983-11-08 | 1983-11-08 | Speed reducing water supply and drain apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20953283A JPS60102437A (en) | 1983-11-08 | 1983-11-08 | Speed reducing water supply and drain apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60102437A true JPS60102437A (en) | 1985-06-06 |
Family
ID=16574349
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20953283A Pending JPS60102437A (en) | 1983-11-08 | 1983-11-08 | Speed reducing water supply and drain apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60102437A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS509233B1 (en) * | 1969-09-17 | 1975-04-10 |
-
1983
- 1983-11-08 JP JP20953283A patent/JPS60102437A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS509233B1 (en) * | 1969-09-17 | 1975-04-10 |
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